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Home My WebLink About1901 E Dyer Rd - Soils ReportALBUS-KEEFE & ASSOCIATES, INC GEOTECHNICAL CONSULTANTS October 18,2016 J.N.: 2530.00 Mr. Arturo Alvarez Alliance Residential 450 Newport Center Drive, Suite 550 Newport Beach, California 92660 Subject:Geotechnical Grading Plan Review Report, Proposed Mixed-Use Development, Broadstone Heritage, 2001 E. Dyer Road, Santa Ana, California. Dear Mr. Alvarez, Pursuant to your request,Albus-Keefe & Associates, Inc. is pleased to present to you our geotechnical grading plan review report, for the proposed mixed-used development at the subject site. This report presents the results of our review of the referenced grading plan, literature, geotechnical reports, pertinent subsurface data and laboratory testing by others and engineering/geologic analyses. Geotechnical conclusions and recommendations pertaining to the proposed site development are also provided herein. We appreciate this opportunity to be of service to you. If you should have any questions regarding the contents of this report, please do not hesitate to call. Sincerely, ALBUS-KEEFE & ASSOCIATES, INC. 461*44_ Patnck M. Keefe / Principal EngineeriGeologist 1011 North Armando Street, Anaheim CA 92806-2606 (714) 630-1626 FAX (714) 630-1916 P.EL Â£62 -:3 1<36 It Alliance Residential October 18,2016 J.N.: 2530.00 Pagei TABLE OF CONTENTS REPORT 1.0 INTRODUCTION 1 1.1 PURPOSE AND SCOPF . 1 1.2 SITE LOCATION AND DESCRIPTION.. . 1 1.3 PROPOSED DEVELOPMENT 3 2.0 RESEARCH AND REVIEW . 3 3.0 SUBSURFACE CONDITIONS 4 3.1 SOIL CONDITIONS . 4 3.2 GROUNDWATER . 4 3.3 FAULTING. 4 4.0 ANALYSES . 5 4.1 SEISMICITY . 5 4.2 STATIC SETTLEMENT 5 4.2.1 Liquefaction . 6 5.0 CONCLUSIONS 7 5.1 FEASIBILITY OF PROPOSED DEVELOPMENT 7 5.2 SEISMIC HAZARDS . 7 5.2.1 Ground Rupture 7 5.2.2 Ground Shaking . 7 5.2.3 Landsliding . 8 5.2.4 Liquefaction 8 5.3 GROUNDWATER 8 5.4 SOIL EXPANSION . 8 5.5 SETTLEMENT . 8 5.6 MATERIAL CHARACTERISTICS. 9 5.7 SHRINKAGE AND SUBSIDENCF 9 6.0 RECOMMENDATIONS . 9 6.1 EARTHWORK , 9 6.1.1 General Earthwork and Grading Specifications 9 6.1.2 Pre-Grade Meeting and Geotechnical Observation . 9 6.1.3 Site Clearing 10 6.1.4 Ground Preparation 10 6.1.5 Fill Placement 11 6.1.6 Import Materialq 11 6.1.7 Temporary Excavations 11 6.2 SEISMIC DESIGN PARAMETERS 12 6.3 FOUNDATION DESIGN 12 6.3.1 General 12 6.3.2 Soil Expansion 12 6.3.3 Settlement 12 6.3.4 Allowable Bearing Valâ€že 13 6.3.5 Lateral Resistance 13 6.3.6 Minimum Foundation Dimensions and Rein forcement 13 6.3.7 Conventional Slab on Grade 13 6.3.8 Post-Tension Slab-on-Grade 14 6.3.9 Mat Foundations 15 ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residential October 18,2016 J.N.: 2530.00 Page ii TABLE OF CONTENTS (CONTINUED) 6.3.10 Foundation Observations 16 6.4 RETAINING AND SCREENING WATT 9 16 6.4.1 General 16 6.4.2 Allowable Bearing Value and Lateral Resistance 16 6.4.3 Active Earth Pressure 16 6.4.4 Drainage and Moisture-Proofing 17 6.4.5 Footing Reinforcement and Wall Jointing 18 6.4.6 Footing Observations 18 6.4.7 Retaining Wall Backfill 18 6.5 EXTERIOR FLATWORK 18 6.6 CONCRETE MIX DESIGN 19 6.7 PRELIMINARY PAVEMENT DESIGN 19 6.7.1 Preliminary Pavement Structural Sectiong 19 6.7.2 Subgrade Preparation 20 6.7.3 Aggregate Base 20 6.7.4 Asphaltic Concrete 20 6.7.5 Concrete Pavers 21 6.7.6 Concrete Pavement 21 6.8 POST GRADING CONSIDERATIONS 22 6.8.1 Site Drainage and Irrigation 22 6.8.2 Utility Trenches 22 6.9 PLAN REVIEW AND CONSTRUCTION SERVICES 23 7.0 LIMITATIONS 23 REFERENCES 25 FIGURES AND PLATES Figure 1 - Site Location Map Plate 1 - Geotechnical Map APPENDICES APPENDIX A - EXPLORATION LOGS & CPT DATA (GROUP DELTA CONSULTANTS, June 17, 2016 & SOUTHERN CALIFORNIA GEOTECHNICAL, February 1 2015) APPENDIX B - LABORATORY TESTS RESULTS (GROUP DELTA CONSULTANTS, June 17, 2016 & SOUTHERN CALIFORNIA GEOTECHN[CAL, February I 2015) APPENDIX C - CPT LIQUEFACTION ANALYSES Plates C-1 through C-14 - Tabulated summary of our liquefaction analyses Plates C-15 through C-28 - Liquefaction induced-settlement analyses ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 1 1.0 INTRODUCTION 1.1 PURPOSE AND SCOPE The purposes of our work was to evaluate geotechnical conditions within the proj ect area as reported in the referenced Group Delta Consultants report (June 17, 2016) and Southern California Geotechnical report (February 12, 2015), as well as to provide conclusions and recommendations relevant to the design and construction of the proposed mixed-use development at the subject site. The scope of this investigation included the following: â€¢ Review of the referenced geologic and seismic data for the site and surrounding area â€¢ Review of aerial photographs contained in our library for the site and surrounding area â€¢ Review of the referenced geotechnical reports prepared by Group Delta Consultants and Southern California Geotechnical â€¢ Review of the referenced Rough Grading Plans â€¢ Engineering analyses of data obtained from our review â€¢ Evaluation of site seismicity, liquefaction potential, and settlement potential â€¢ Preparation of this report 1.2 SITE LOCATION AND DESCRIPTION The subject site comprises roughly 18.84-acres at the north corner of the intersection of Red Hill Avenue and Dyer Road, in the City of Santa Ana, California. The property is bordered by commercial and office buildings to the northwest and northeast, by Dyer Road to the southwest and by Red Hill Avenue to the southeast. The location of the site and its relationship to the surrounding areas is shown on Figure 1, Site Location Map. The subject site was previously occupied by a large concrete tilt-up office building with associated asphalt concrete drive aisles, parking stalls and local landscape elements. We understand that demolition operations have initiated within the property and portions of the large building have been demolished along with the pavement and landscape elements. We understand that the remaining portion of the existing building will be protected in place within the proposed development and tenant improvements to the existing building will be performed by the current building owner or their representatives. Several small to large stockpiles of crushed concrete, crushed asphalt concrete and various miscellaneous debris piles exist at various locations within the site. The site is currently bounded by chain link fencing. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 2 O\10 44'00Illillillillili 4 illillililillillillill-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMM 1 tiT 41/jilill'll'll -=IM J 41 11..................................................... C 0 -/1 . ..........................................9 I'll'll'll'll'll'll'llris. di --150/ / 3,1 - I - A. / /7/ 1.t 0- 9 ..44 4 .cr Â© 2016 Google SITE LOCATION MAP Alliance Residential Broadstone - Heritage Proposed Mixed-Use Development 2001 E. Dyer Road Santa Ana, California NOT TO SCALE FIGURE 1 ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 3 1.3 PROPOSED DEVELOPMENT The proposed development will consist of 4- to 5-story, podium and wrap-style, apartment buildings with lower level commercial/retail elements surrounding three, 6- to 7-level parking structures. The project will include multiple outdoor courtyards, a central park, pools, clubhouses, and fitness centers. The project site is shown in Figure 1. All structures are anticipated to be constructed on grade. The proposed residential buildings are planned to be supported primarily on post-tensioned mat foundations. The average mat pressure is anticipated to be between 400 and 600 psf. Higher localized pressure may occur at the locations of interior and exterior walls which would impose line loads of about 5 and 3 kips per linear foot for interior and exterior walls, respectively. The maximum column load in the amenity and retail space is about 150 kips and 400 kips, respectively. The maximum column loads of the parking structures will be on the order of 1500 kips. 2.0 RESEARCH AND REVIEW We have reviewed the referenced reports prepared by Group Delta Consultants (GDC) dated June 17, 2016 and Southern California Geotechnical (SCG) dated February 12, 2015. A total of twelve, 8-inch diameter, hollow-stem auger borings were excavated by GDC to depths ranging from 51.5 feet to 101.5 feet below the ground surface and a total of six, 8-inch diameter, hollow-stem auger borings were excavated by SCG to depths ranging from 20 feet to 55 feet beneath the ground surface. In addition, a total of 14 Cone Penetration Tests (CPT's) were advanced under the direction of GDC to a maximum depth of 125 feet beneath the ground surface. The boring logs and plots of CPT data are included in Appendix A. Approximate boring and CPT locations are indicated on the enclosed Geotechnical Map, Plate 1. Laboratory testing reported by GDC and SCG included in-situ moisture contents and dry densities, Atterberg limits, grain size distributions, triaxial consolidated isotropically undrained compression (CIUC), one dimensional consolidation, expansion index, soil corrosivity, maximum density/optimum moisture, and Resistance R-value. Laboratory test results from the referenced GDC and SCG reports are included in Appendix B. Selected geologic publications and maps for the site and nearby vicinity (see references) were also reviewed. Data from these sources were utilized to develop some of our findings and conclusions presented in this report. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 4 3.0 SUBSURFACE CONDITIONS 3.1 SOIL CONDITIONS Descriptions of the earth materials reported by GDC during their 2016 investigation for the site are summarized below and are presented in detail on the Exploration Logs presented in Appendix A. Soil materials encountered beneath the site reportedly consist of a relatively thin mantle of artificial fill underlain by alluvial soils to the maximum depth explored (125 feet bgs). According to GDC, the artificial fill is generally up to at least 5 feet in thickness and is comprised of fine to medium grained silty sand with some gravel and of lean clay and clayey silt material that are not uniformly well compacted. Deeper fills may be encountered within the site where unidentified buried structures or utility trenches may exist. According to GDC, the alluvial soils appear to consist of medium stiff to stiff clayey materials to a depth of approximately 20 feet. At depths ranging from approximately 20 feet to 40 feet below the ground surface, the alluvial soils consist of medium stiff clayey layers interbedded with layers of silt. Sandy deposits, about 10 to 20 feet thick, were reported at depths below 40 feet. The sandy deposits are medium dense to dense. Alternating sequences of clay, silt, and sandy exist below the sandy deposits. 3.2 GROUNDWATER In the 12 exploratory borings excavated by GDC (2016), groundwater was encountered at depths ranging from 17 to 26 feet below ground surface. Among the six exploratory borings excavated by SCG (2015) only the two deepest borings encountered groundwater at depth 43 to 47 feet below ground surface. A review of the CDMG Seismic Hazard Zone Report 012 indicates that historical high groundwater levels for the general site area at approximately depth 8 feet below ground surface. 3.3 FAULTING Geologic literature and field exploration do not indicate the presence of active faulting within the site. The site does not lie within an "Earthquake Fault Zone" as defined by the State of California in the Alquist-Priolo Earthquake Fault Zoning Act. Table 3.1 presents a summary of known active faults within 10 miles of the site. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 5 Name Distance (miles) TABLE 3.1 Summary of Faults Slip Preferred Rate Dip (mni/yr.) (degrees) Slip Sense Rupture Fault Top Length (km)(km) San Joaquin Hills Newport Inglewood Connected alt 2 Newport-Inglewood, alt 1 Newport Inglewood Connected alt 1 Newport-Inglewood (Offshore) 1.27 0.5 23 thrust 2 27 8.05 1.3 90 strike slip 0 208 8.16 1 88 strike slip 0 65 8.16 1.3 89 strike slip 0 208 9.03 1.5 90 strike slip 0 66 4.0 ANALYSES 4.1 SEISMICITY We have performed probabilistic seismic analyses utilizing the web-based U.S. Seismic Design Maps web application by the U.S. Geological Survey (USGS), we obtain a PGA of 0.568 in accordance with Figure 22-7 of ASCE 7-10. The FPGA factor for this PGA and site class D is 1.0. Therefore, the PGAM = 1.0 x 0.568 = 0.568g. The mean event associated with a probability of exceedance equal to 2% over 50 years to have a moment magnitude of 6.61 and the mean distance to the seismic source of 7.8 miles. 4.2 STATIC SETTLEMENT Review of the existing subsurface information indicates that the project area is predominantly underlain by fine-grained soils. Compression of these soils under the applied footings loads causes settlement. The results of laboratory consolidation tests reported in the two referenced geotechnical reports were reviewed in order to establish consolidation parameters needed for settlement estimates. Engineering analyses were then performed to evaluate total settlement for continuous footings and spread footings. The continuous footing was analyzed with width of 1.0 foot, embedment depth of 1.5 feet, and applied bearing pressure of 2000 psf. The spread footings were analyzed with bearing pressure of 3500 psf, embedment depth of 1.5 feet, and varying dimensions determined by certain assumed column loads (50 kips to 400 kips, in 50 kips increments). In these settlement analyses, it was first assumed that footings were founded upon the fine-grained soil without any compacted fill placed beneath them. Where total settlement exceeded 1.0 inch, settlement analyses were performed to determine the thickness of engineered compacted fill needed to reduce settlement below 1.0 inch. Results of our analyses are summarized in Table 4.1. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 6 TABLE 4.1 Total Static Settlements Footing Type Continuous Spread Settlement Column Bearing Footinf Embedment Without Settlement Fill(3) Load Pressure Widthc 1 Depth(2)Fill With Fill Thickness (kips)(psf) (ft) (ft) (in)(in) (ft) 2,000 1.0 1.5 0.20 50 3,500 3.8 1.5 0.67 --- --- 100 3,500 5.3 1.5 0.92 --- 150 3,500 6.5 1.5 1.10 0.80 1.5 200 3,500 7.6 1.5 1.23 0.93 1.5 250 3,500 8.5 1.5 1.42 0.87 2.5 300 3,500 9.3 1.5 1.56 1.00 2.5 350 3,500 10.0 1.5 1.73 0.99 3.5 400 3,500 10.7 1.5 2.60 0.97 4.5 Notes: 1) For spread footings, this is the dimension of the (square) footing. 2) Embedment depth measured from the lowest adjacent grade or finish floor. 3) Fill thickness beneath the bottom of footing required to reduce the settlement to 1.0 inch or less. 4.2.1 Liquefaction Engineering research of soil liquefaction potential (Youd, et al., 2001) indicates that generally three basic factors must exist concurrently in order for liquefaction to occur. These factors include: â€¢ A source of ground shaking, such as an earthquake, capable of generating soil mass distortions. â€¢ A relatively loose silty and/or sandy soil. â€¢ A relative shallow groundwater table (within approximately 50 feet below ground surfuce) or completely saturated soil conditions that will allow positive pore pressure generation. The liquefaction susceptibility of the onsite subsurface soils was evaluated by analyzing the potential concurrent occurrence of the above-mentioned three basic factors. These analyses were completed under the guidance of Special Publication 117A: Guidelines for Evaluating and Mitigating Seismic Hazards in California (CDMG, 2008). CPT data and laboratory test results from the referenced geotechnical investigation of 2016 by Group Delta Consultants were used for this purpose. The tabular CPT data presented in Appendix A are reported average values across 1.Oft depth intervals, whereas in liquefaction analyses electronic data from depth increment of 0.05m (approximately 2 inches) is used. The seismic event was defined by peak ground acceleration of PGA=0.568g and mean moment magnitude of 6.61 discussed in Section 4.1. Groundwater was assumed at depth 8 feet below ground surface as indicated by the CDMG Seismic Hazard Zone Report 012, which is much shallower than the encountered groundwater during subsurface investigation. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 7 Tabulated summary of our liquefaction analyses are provided on Plates C-1 through C-14 in Appendix C. Soils with corrected blow counts greater than 30 per foot or corrected CPT tip resistance greater than or equal to 160 tons per square foot (tsf) were assumed to be not susceptible to liquefaction. Based on our analyses, a number of thin layers mostly between depths of 30 and 50 feet, and occasionally as shallow as approximately depth 10 feet, that are separated by thick sequences of clayey soils have factors of safety below 1.3. Therefore, some limited thin layers are prone to liquefaction during the design earthquake event. Analyses were performed to evaluate the potential magnitude of settlement resulting from liquefaction of the layers with a liquefaction safety factor less than 1.3. The estimated settlement caused by soil liquefaction was evaluated for the site based on the empirical procedures developed by Tokimatsu and Seed (1987) and Ishihara and Yoshimine (1992) which cdmpare the volumetric strain in the soil with the induced cyclic stress ratios/liquefaction safety factors. Taking the average of these two methods, we estimate maximum settlement ranging from about 0 to 0.8 inches. Liquefaction induced-settlement analyses are provided in Appendix C on Plates C-15 through C-28. 5.0 CONCLUSIONS 5.1 FEASIBILITY OF PROPOSED DEVELOPMENT From a geotechnical point of view, the proposed site development is considered feasible provided the development is designed and constructed in accordance with the recommendations presented in this report. 5.2 SEISMIC HAZARDS 5.2.1 Ground Rupture No active faults are known to project through the site nor does the site lie within the bounds of an "Earthquake Fault Zone" as defined by the State o f Cali fornia in the Alquist-Priolo Earthquake Fault Zoning Act. As such, the potential for ground rupture due to a fault displacement beneath the site is considered very low. 5.2.2 Ground Shaking The site is situated in a seismically active area that has historically been affected by generally moderate to occasionally high levels of ground motion. The site lies in relative close proximity to several active faults; therefore, during the life of the proposed improvements, the property will probably experience similar moderate to occasionally high ground shaking from these fault zones, as well as some background shaking from other seismically active areas of the Southern California region. Potential ground accelerations have been estimated for the site and are presented in Section 4.1 of this report. Design and construction in accordance with the current California Building Code (CBC) requirements is anticipated to address the issues related to potential ground shaking. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 8 5.2.3 Landsliding Geologic hazards associated with landsliding are not anticipated at the site. Furthermore, the site is not located within an area identified by the California Geologic Survey (CGS) as having potential for seismic slope instability. 5.2.4 Liquefaction Based on our engineering analyses discussed previously, limited thin layers of granular soils are susceptible to liquefaction. However, our analyses also indicate the seismic settlement due to liquefaction is not anticipated to exceed about 1 inch. In consideration of this relatively low magnitude of seismic settlement, no special mitigation is deemed necessary. We also anticipate a sufficient thickness of non-liquefiable soils to be present below the foundations to preclude a loss of bearing while deeper soils are liquefied. 5.3 GROUNDWATER As previous discussed, groundwater was reported beneath the site at a depth of approximately 17 to 47 feet below the ground surface. Groundwater conditions in the future willlikely vary as a result of seasonal variations of rainfall and future site development. Provided the recommendations contained in this report are incorporated into the construction of the project, adverse effects from future groundwater conditions are not anticipated at the site. 5.4 SOIL EXPANSION Based on our review of laboratory test results presented in the referenced reports prepared by GDC and SCG, the near-surface materials within the site are anticipated to possess Medium to High expansion potentials. Provided foundations and improvements are designed in accordance with the recommendations provided herein, adverse effects from expansive soils are not anticipated at the site. 5.5 SETTLEMENT The site is underlain by compressible alluvial soils. Our analyses discussed previously indicate that footings supporting a load exceeding 100 kips could undergo more than 1 inch of settlement. As such, footings that support greater loads will require a blanket of fill below the footing to limit total settlement to 1 inch or less. Specific recommendations are provided in Section 6.3. The garage structures are anticipated to result in column loads exceeding 400 kips. Due to the relatively high column loads, the use of a fill blanket below the footings is deemed unpractical. To mitigate this condition, the garage structures will require support by ground improvement methods such as Geopiers (rammed aggregate piers). Specific design requirements for design of garage foundations on ground improvement technologies will require a specialty design contractor to meet the structural requirements. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 9 5.6 MATERIAL CHARACTERISTICS The surficial earth materials are anticipated to be relatively easy to excavate with conventional heavy earthmoving equipment. Some earth materials in the near surface exhibit elevated moisture contents and therefore will require drying techniques to achieve proper compaction. The site contains materials with very differing characteristics with layers of clay soils and layers of granular soils. Excavations at the site are anticipated to encounter both materials resulting in a mixture of the two dissimilar materials. The contractor should anticipate the need to blend these differing materials in order to create a relatively uniform soil mix to make the materials suitable for placement as fill. 5.7 SHRINKAGE AND SUBSIDENCE Volumetric changes in earth quantities will occur when excavated onsite soil materials are replaced as properly compacted fill. We estimate the upper 4 to 6 feet of surficial soils will shrink approximately 4 to 10 percent. Reprocessing of removal bottoms are anticipated to result in a general subsidence of approximately 0.05 foot. The estimates of shrinkage and subsidence are intended as an aid for project engineers in determining earthwork quantities. However, these estimates should be used with some caution since they are not absolute values. Contingencies should be made for balancing earthwork quantities based on actual shrinkage and subsidence that occurs during the grading process. 6.0 RECOMMENDATIONS 6.1 EARTHWORK 6.1.1 General Earthwork and Grading Specifications All earthwork and grading should be performed in accordance with applicable requirements of Cal/OSHA, applicable specifications of the Grading Codes of the City of Santa Ana, California in addition to the recommendations presented herein. 6.1.2 Pre-Grade Meeting and Geotechnical Observation Prior to commencement of grading, we recommend a meeting be held between the developer, City Inspector, grading contractor, civil engineer, and geotechnical consultant to discuss the proposed grading and construction logistics. We also recommend a geotechnical consultant be retained to provide soil engineering and engineering geologic services during site grading and foundation construction. This is to observe compliance with the design specifications and recommendations and to allow for design changes in the event that subsurface conditions differ from those anticipated. If conditions are encountered that appear to be different than those indicated in this report, the project geotechnical consultant should be notified immediately. Design and construction revisions may be required. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18, 2016 J.N.: 2530.00 Page 10 6.1.3 Site Clearing Vegetation, concrete slabs and foundations, underground improvements to be abandoned and deleterious materials should be removed from the site. Onsite disposal systems consisting of septic tank and seepage pits are not anticipated but may be presented at the site. If onsite disposal system were encountered during site development, the septic tank should be completed removed from the site and seepage pits should be properly abandoned in accordance with the requirements established by the government agencies. The project geotechnical consultant should be notified at the appropriate times to provide observation services during clearing operations to verify compliance with the above recommendations. Voids created by clearing and excavation should be left open for observation by the geotechnical consultant. Should any unusual soil conditions or subsurface structures be encountered during site clearing or grading that are not described or anticipated herein, these conditions should be brought to the immediate attention of the project geotechnical consultant for corrective recommendations as needed. Temporary construction equipment (office trailers, power poles, etc.) should be positioned to allow adequate room for clearing and recommended ground preparation to be performed for proposed structures, pavements, and hardscapes. 6.1.4 Ground Preparation All existing fill materials are considered unsuitable for support of the structural improvements and I should be removed within the limits o f new site development to expose competent alluvial soil. In addition to removal and recompaction of existing fill materials, the existing soils should be removed to a minimum depth of 1.5 feet below the bottoms of footings within the limits of amenity buildings. Within the limits of the residential structures using a mat foundation without retail space, no minimum depth of fill is required below the bottom of the mat. Within the limits of structures having retail space and using conventional spread footings, the existing soils should be removed to a minimum depth of 4.5 feet below the bottoms of footings. Within the limits of pavement and free standing retaining walls over 3 feet in height, the existing soils should be removed to a minimum depth of I foot below subgrade or footing. The removals should extend laterally a distance of at least 5 feet beyond the limits of the proposed structures or a 1 to 1 projection down and away from the bottom of the footings, whichever is greater. Removals for pavement and free-standing retaining walls may be limited to the edge of the foundations or pavement where lateral restrictions to removals are present such as property lines. The actual depth of removals should be verified by the geotechnical consultant during site grading. If these removals are restricted due to the presence of existing features such as property lines, additional considerations may be required in the design and construction of site improvements affected by these limitations. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 11 Following removals/overexcavation, the exposed grade should first be scarified to a depth of 8 inches, brought to at least 110 percent of the optimum moisture content, and then compacted to at least 90 percent of the laboratory standard. 6.1.5 Fill Placement In general, materials excavated from the site may be used as fill provided they are free of deleterious materials and particles greater than 4 inches in maximum dimension. Fill materials should be placed in loose lifts no greater than approximately 8 inches in thickness. Each lift should be watered or air- dried as necessary to achieve 110 percent to 120 percent of the optimum moisture content, and then compacted in place to at least 90 percent of the laboratory standard. The laboratory standard for maximum dry density and optimum moisture content for each soil type should be determined in accordance with ASTM D 1557. Each lift should be treated in a similar manner. Subsequent lifts should not be placed until the project geotechnical consultant has tested the preceding lift. Lifts should be maintained relatively level and should not exceed a gradient of 20:1 (H:V). Excavations into site materials may expose soils with very differing characteristics. If such differing materials are created through excavation, they should be blended to create a relatively uniform soil mix when reused as fill below the structures. The blending of each lift should be observed and approved by the geotechnical consultant prior to placement of additional lifts of fill. 6.1.6 Import Materials If import materials are required to achieve the proposed finish grades, the proposed import soil should be free from deleterious materials, should have an Expansion Index (EI) less than 100 and be non-corrosive to concrete and ferrous metals. The geotechnical consultant should be informed of import sources prior to hauling the materials to the site so that appropriate testing and evaluation of the proposed import material can be performed in advance. 6.1.7 Temporary Excavations Temporary construction slopes in site materials that are not surcharged may be cut vertically up to a height of 5 feet. Temporary excavations greater than 5 feet but no greater than 10 feet in height that are not surcharged should be laid back at a maximum gradient of 1: 1 (H:V) or properly shored. Slopes that expose friable soils should be laid back to a maximum gradient of 1.5: 1 (H:V) or flatter i f deemed appropriate by the geotechnical consultant. Temporary excavations greater than 10 feet in height or any excavations that will be surcharged should be reviewed by the geotechnical consultant for specific recommendations. Excavations should not be left open for prolonged periods of time. The project geotechnical consultant should observe all temporary cuts to confirm anticipated conditions and to provide alternate recommendations if conditions dictate.All excavations should conform to the requirements of Cal/OSHA. Where insufficient room exists for recommended lay back cuts, shoring or slot cutting methods may be required. Additional recommendations for such conditions will be provided at that time. The grading contractor should take appropriate measures when excavating adjacent existing improvements to avoid disturbing or compromising support of existing structures. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 12 6.2 SEISMIC DESIGN PARAMETERS For design of the project in accordance with Chapter 16 of the 2013 CBC, the following table presents the seismic design factors: TABLE 6.1 2013 CBC Seismic Design Parameters Parameter Value Site Class D Importance Factor I, II, III Mapped MCE Spectral Response Acceleration, short periods, SS 1.512 Mapped MCE't Spectral Response Acceleration, at 1 -sec. period, Si 0.559 Site Coefficient, Fa 1.0 Site Coefficient, Fv 1.5 Adjusted MCER Spectral Response Acceleration, short periods, SMS 1.512 Adjusted MCER Spectral Response Acceleration, at 1 -sec. period, SMI 0.839 Design Spectral Response Acceleration, short periods, SDS 1.008 Design Spectral Response Acceleration, at 1 -sec. period, SDI 0.559 MCER = Risk-Targeted Maximum Considered Earthquake 6.3 FOUNDATION DESIGN 6.3.1 General The following recommendations are presented for preliminary design and estimating purposes. These recommendations have been based on typical site materials encountered during our subsurface investigation. Final recommendations should be provided by the project geotechnical consultant following observation and testing of site materials during grading. Depending upon actual site conditions and foundation loads, the recommendations contained herein may require modification. 6.3.2 Soil Expansion The recommendations presented herein are based on soils with a High expansion potential (EI<100 and PI<30). Following site grading, additional testing of site soils should be performed by the project geotechnical consultant to confirm the basis of these recommendations. If site soils with higher expansion potentials are encountered or imported to the site, the recommendations contained herein may require modification. 6.3.3 Settlement Foundations will be subject to static settlement. Mat-type foundations, if used, should be designed to provide stiffness sufficient to limit differential settlement to tolerable limits of the structures. The differential settlement may be based on the recommended modulus of subgrade reaction provided later in this report. The modulus values provided herein are based on loading as discussed in Section 1.3. If actual loading will vary significantly from these assumptions, then revisions to the recommended modulus values may be required. ' ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 13 Shallow spread footings may be used to support the garage structure i f they are underlain by rammed aggregate piers, displacement grout columns (DGC), or other ground improvement technologies. Specific designs for ground improvement techniques should be provided by a geotechnical engineer that specializes in the design of such systems to limit the total and differential settlement to tolerable limits. In such cases, the allowable bearing value may be as recommended by the specialty contractor and may supersede the values indicated in Section 6.3.4. Foundations should be designed for total and differential settlement up to 1 inch and M-inch over 30 feet, respectively. These estimated magnitudes of settlement should be considered by the structural engineer in design of the proposed structures at the site. 6.3.4 Allowable Bearing Value Provided site grading is performed in accordance with the recommendations provided by the project geotechnical consultant, a bearing value of 2,000 pounds per square foot (psf) may be used for continuous footings or beams on post-tensioned slab systems having a minimum effective width of 12 inches and founded at a minimum of 12 inches below the lowest adjacent grade. This value may be increased by 180 psf and 500 psf for each additional foot in width and depth, respectively up to a maximum of 3,500 psf. Recommended allowable bearing values include both dead and live loads, and may be increased by one-third for wind and seismic forces. 6.3.5 Lateral Resistance Provided site grading is performed in accordance with the recommendations provided by the project geotechnical consultant, a passive earth pressure of 300 pounds per square foot per foot of depth up to a maximum value of 1200 pounds per square foot may be used to determine lateral bearing for beams. This value may be increased by one-third when designing for wind and seismic forces. A coefficient of friction of 0.30 times the dead load forces may also be used between concrete and the supporting soils to determine lateral sliding resistance. No increase in the coefficient of friction should be used when designing for wind and seismic forces. The above values are based on footings placed directly against compacted fill or competent native soils. In the case where footing sides are formed, all backfill against the footings should be compacted to at least 90 percent of the laboratory standard (ASTM D 1557). 6.3.6 Minimum Foundation Dimensions and Reinforcement All spread and continuous exterior footings should have minimum widths of 24 and 12 inches, respectively and a minimum embedment of 18 inches. All interior footings should have a minimum width of 12 inches and minimum embedment of 12 inches below the bottom of slab. All continuous footings and grade beams should be reinforced with a minimum of two No. 4 bars on top and two No. 4 bars on the bottom. 6.3.7 Conventional Slab on Grade Interior concrete slabs constructed on grade should have a minimum thickness of 5 inches and should be reinforced with at least No. 3 bars spaced 12 inches each way. Care should be taken to ensure the placement of reinforcement at mid-slab height. The structural engineer may recommend ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 14 a greater slab thickness and reinforcement based on proposed use and loading conditions and such recommendations should govern i f greater than the recommendations presented herein. Concrete floor slabs in areas to receive moisture sensitive coverings should be underlain with a minimum of 10-mil moisture vapor retarder con forming to ASTM E 1745, Class A. The membrane should be properly lapped, sealed, and underlain with at least 4 inches of sand having a sand equivalent (SE) no less than 30. One inch of this sand may be placed over the vapor barrier to aid in the curing of the concrete. This vapor retarder system is anticipated to be suitable for most flooring finishes that can accommodate some vapor emissions. However, this system may emit more than 4 pounds of water per 1000 sq. ft. and therefore, may not be suitable for all flooring finishes. Additional steps should be taken if such vapor emission levels are too high for anticipated flooring finishes. Special consideration should be given to slabs in areas to receive ceramic tile or other rigid, crack- sensitive floor coverings. Design and construction should mitigate hairline cracking through the use of additional reinforcing and careful control of concrete slump. Block-outs should be provided around interior columns to permit relative movement and mitigate distress to the floor slabs due to differential settlement that will occur between column footings and adjacent floor subgrade soils as loads are applied. A 12-inch-wide grade beam, founded at the same depth as adjacent footings, should be provided across garage entrances or other large door openings. The grade beam should be reinforced with a minimum of four No. 4 bars, two top and two bottom. Prior to placing concrete, subgrade soils below slab-on-grade areas should be thoroughly moistened to provide moisture contents that are at least 120 percent of optimum to a depth of 12 inches. Design of the proposed slabs in accordance with "Design of Slab-on-Ground Foundations" by Wire Rein forcement Institute (1981 and updated 1996) may be based on an Effective Plasticity Index of 32 (includes factors for sloping ground and overconsolidation). 6.3.8 Post-Tension Slab-on-Grade The thickness of the floor slabs should be determined by the project structural engineer. However, we recommend a minimum slab thickness of4.5 inches. Perimeter edge beams should be founded at a minimum depth of 15 inches below the lowest adjacent final ground surface. Interior beams may be founded at a minimum depth of 12 inches below the tops of the finish floor slabs. Concrete floor slabs in areas to receive moisture sensitive coverings should be underlain with a minimum o f 10-mil moisture vapor retarder conforming to ASTM E 1745, Class A. The membrane should be properly lapped, sealed, and underlain with at least 4 inches of sand having a sand equivalent (SE) no less than 30. One inch of this sand may be placed over the vapor barrier to aid in the curing of the concrete. Where a mat slab is used and is at least 8 inches in thickness, the sand may be reduced to one inch in thickness. This vapor retarder system is anticipated to be suitable for ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 15 most flooring finishes that can accommodate some vapor emissions. However, this system may emit more than 4 pounds of water per 1000 sq. ft. and therefore, may not be suitable for all flooring finishes. Additional steps should be taken if such vapor emission levels are too high for anticipated flooring finishes. Special consideration should be given to slabs in areas to receive ceramic tile or other rigid, crack- sensitive floor coverings. Design and construction should mitigate hairline cracking through the use of additional reinforcing and careful control of concrete slump. Prior to placing concrete, subgrade soils below slab-on-grade/mat areas should be thoroughly moistened to provide moisture contents that are at least 110 percent of the optimum moisture content to a depth of 12 inches. Based on the guidelines provided in the "Design of Post-Tensioned Slabs-on-Ground" 3rd Edition by Post-Tensioning Institute, the em and ym values are summarized below: TABLE 6.2 PTI Design Values )]*UEXIMONF '.. 9Â©[jIO Edge Lift Moisture Variation Distance, em 4.2 feet Edge Lift, ym 2.37 inches Center Lift Moisture Variation Distance, em 7.9 feet Center Lift, ym 1.71 inches 6.3.9 Mat Foundations The following recommendations are presented for preliminary design purposes.Final recommendations will be subject to revision based on review of the final foundation plans and actual structural loading. A mat foundation system may be used in lieu of a conventional slab on grade and spread footings. The outer 12 inches should be thickened to provide a minimum embedment of 8 inches below lowest grade. An average net bearing pressure of up to 600 pounds per square foot (psf) under static conditions may be used to design a mat foundation to support proposed structures. Local bearing pressures under static and seismic conditions should be limited to 3,000 psf and 4,000 psf, respectively. Design of the mat may be based on a modulus of subgrade reaction (Kvi) of 40 pounds per cubic inch (pci). The modulus is based on an effective loading area of I foot by 1 foot. The modulus may be adjusted for other effective loading areas using the equation provided below. c b+1 ,4 (pci) = 40 1 - where "b" is the effective width of loading (minimum dimension) in feet. 2b Lateral resistance of the mat may be based on the values provided in Section 6.3.5. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 16 6.3.10 Foundation Observations Foundation excavations should be observed by the project geotechnical consultant to verify that they have been excavated into competent bearing soils and to the minimum embedment recommended above. These observations should be performed prior to placement of forms or reinforcement. The excavations should be trimmed neat, level and square. Loose, sloughed or moisture-softened materials and debris should be removed prior to placing concrete. 6.4 RETAINING AND SCREENING WALLS 6.4.1 General The following preliminary design and construction recommendations are provided for general retaining and screen walls supported by engineered compacted fill or competent native soils. Final wall designs specific to the site development should be provided for review once completed. The structural engineer and architect should provide appropriate recommendations for sealing at all joints and applying moisture-proofing material on the back of the walls. 6.4.2 Allowable Bearing Value and Lateral Resistance Design of retaining and screen walls may utilize the bearing and lateral resistance values provided in Section 6.3.4 and 6.3.5. 6.4.3 Active Earth Pressure Static and seismic earth pressures for level and 2:1 (H:V) backfill conditions are provided in the Table 6.3. Seismic earth pressures provided herein are based on the method provided by Seed & Whitman (1970) using a peak ground acceleration (PGA) of 0.35g. This acceleration is based on a 10% probability of exceedance in 50 years. Based on the 2013 CBC, walls that retain less than 6 feet need not be designed for seismic earth pressures. The values provided in the following table are based on typical site materials on drained backfill conditions and do not consider hydrostatic pressure. Retaining walls should be designed to support adjacent surcharge loads imposed by other nearby footings or traffic loads in addition to the earth pressure. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N. 2530.00 Page 17 TABLE 6.3 SEISMIC EARTH PRESSURES B . . 1 H + f OR - 1 /. 4 -1 . 1 1.A I 1 C Static Seismic Total Component Component Force Active Earth Pressure Values I-.I-.... - //...1 -:......'Â£ (......'./ - I.-f./ - . ...144/I ./ * L__ .12 1.1-1.1.,2011â‚¬YWill-Led.Adidlill*Li_U _i. _ uu_.. 2 19 fuifÂ· Â· A *On 87H B liH 1IH C 26H 49H Note. H is in feet and resulting pressure is in psf. Design may utilize either the sum of the static component and the seismic component force diagrams or the total force diagram above. SEAOSC has suggested using a load factor of 1.7 for the static component and 1.0 for the seismic component. The actual load factors should be determined by the structural engineer. 6.4.4 Drainage and Moisture-Proofing Retaining walls should be constructed with a perforated pipe and gravel subdrain to prevent entrapment of water in the backfill. The perforated pipe should consist of 4-inch-diameter, ABS SDR-35 or PVC Schedule 40 with the perforations laid down, The pipe should be embedded in -14- to I '4-inch open-graded gravel wrapped in filter fabric. The gravel should be at least one foot wide and extend at least one foot up the wall above the footing and drainage outlet. Drainage gravel and piping should not be placed below outlets and weepholes. Filter fabric should consist of Mirafi 140N, or equal. Outlet pipes should be directed to positive drainage devices. The use of weepholes may be considered in locations where aesthetic issues from potential nuisance water are not a concern. Weepholesshould be 2 inches in diameter and provided at least every 6 feet on center. Where weepholes are used, perforated pipe may be omitted from the gravel subdrain. ALBUS-KEEFE & ASSOCIATES,INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 18 Retaining walls supporting backfill should also be coated with a moisture-proofing compound or covered with such material to inhibit infiltration of moisture through the walls. Moisture-proofing material should cover any portion of the back of wall that will be in contact with soil and should lap over and cover the top of footing. A drainage panel should be provided between the water proofing and soil backfill. The panel should extend from the top of the subdrain gravel to within 12 inches of finish grade. The top of footing should be finished smooth with a trowel to inhibit the infiltration of water through the wall. The project structural engineer should provide specific recommendations for moisture-proofing, water stops, and joint details. 6.4.5 Footing Reinforcement and Wall Jointing All continuous footings should be reinforced with a minimum of four No. 4 bars, two top and two bottom. Walls should be provided with cold joints spaced no more than 40 feet apart. The structural engineer may require different reinforcement or jointing and should dictate if greater than the recommendations provided herein. Where recommended removals are limited due to space restrictions, greater reinforcement and closer jointing may be recommended.Specific recommendations should be provided by the geotechnical consultant during grading based on as- built conditions exposed in the field. 6.4.6 Footing Observations Footing excavations should be observed by the project geotechnical consultant to verify that they have been excavated into competent bearing soils and to the minimum embedment recommended herein. These observations should be performed prior to placement of forms or reinforcement. The excavations should be trimmed neat, level, and square. Loose, sloughed or moisture-softened materials and debris should be removed prior to placing concrete. 6.4.7 Retaining Wall Backfill Portions of onsite soils are suitable for use as backfill for retaining walls. Soils used for backfill should not have an EI greater than 50. The backfill zone is defined by a 1 to 1 plane projecting up from the base of the retaining wall. The project geotechnical consultant should approve all backfill used for retaining walls. Wall backfill should be moisture-conditioned to slightly over the optimum moisture content; placed in lifts no greater than 8 inches in thickness, and then mechanically compacted with appropriate equipment to at least 90 percent of the laboratory standard. Hand- operated compaction equipment should be used to compact the backfill placed immediately adjacent the wall to avoid damage to the wall. Flooding or jetting of backfill material is not recommended. 6.5 EXTERIOR FLATWORK Exterior flatwork should be a minimum 4 inches thick. Cold joints or saw cuts should be provided at least every 5 feet in each direction. Flatwork more than 5 feet in width across the minimum dimension should be reinforced with 6" by 6", W2.9 by W2.9 welded wire mesh or No 3 bars spaced 18 inches center to center in both directions. Cold joints should be keyed or provided with dowels spaced 18 inches on center. Such flatwork that meets the structure at points of entry should also be doweled into the footing or grade beam of the structure. Consideration should also be given to doweling flatwork into curbs where they meet. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 19 Special jointing detail should be provided in areas of block-outs, notches, or other irregularities to avoid cracking at points of high stress. Subgrade soils below flatwork should be thoroughly moistened to a moisture content of at least 120 percent of the optimum moisture content to a depth of 12 inches. Moistening should be accomplished by lightly spraying the area over a period of a few days just prior to pouring concrete. The geotechnical consultant should observe and verify the density and moisture content of subgrade soils prior to pouring concrete to verify the recommended pre-moistening recommendations have been met. Drainage from flatwork areas should be directed to local area drains or other appropriate collection devices designed to carry runoff water to the street or other approved drainage structures. Flatwork should provide a minimum slope of 1 % away from structures. 6.6 CONCRETE MIX DESIGN Results of laboratory tests on soluble sulfate content of near surface on-site soils are summarized in Table 6.4. According to these results, the potential for corrosion by sulfate reaches up to very severe. We recommend following the procedures provided in ACI 318, Section 4.3, Table 4.3.1 for Exposure Class S3 unless more strict requirements are made by the structural engineer. Upon completion of rough grading, an evaluation of as-graded conditions and further laboratory testing should be completed for the site to confirm or modify the recommendations provided in this section. TABLE 6.4 Summary of Lab Test Results on Soluble Sulfate Content Source Boring Sulfate Content (%)Sulfate Exposure Southern California B-1 0.061 Negligible Geotechnical (2015)B-5 1.380 Severe B-3 1.4 Severe Group Delta B-7 1.6 Severe Consultants (2016)B-9 2.15 Very Severe B-10 2.45 Very Severe 6.7 PRELIMINARY PAVEMENT DESIGN 6.7.1 Preliminary Pavement Structural Sections One resistance (R-value) test performed by GDC resulted in R-value of 34. This test was performed on a silty sand (SM) specimen that may not be representative of the near-surface soil that is generally composed o f sandy and silty clay. Based on this material description, an R-Value of 10 is used for preliminary pavement design. The traffic volume is represented by three values of traffic index: TI==5.5, TI=6.0, and TI=6.5. The resulting preliminary pavement sections are provided in the following table. The sections provided herein are for planning purposes only and should be re- evaluated subsequent to site grading. Final pavement sections should be based on actual R-value testing of in-place soils and analysis of anticipated traffic. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 20 TABLE 6.5 PRELIMINARY PAVEMENT SECTIONS Location Drive Areas Traffic AC Concrete PCC AB Index (inches)Paver (inches)(inches) 3.0 12.0 I - 4.0 9.0 5.5 -- 8 cm -- 13.0 7.5 3.0 14.0 -- 4.0 11.0 Drive Areas 6.0 -- 8 cm -- 14.0 -- -- 8.5 -- 3.0 16.0 I - Drive Areas for Parking 4.0 9.0 6.5Structures Access -- 8 cm -- 16.0 9.0 Parking Stalls -- 3.0 -- -- 6.0 Abbreviations: AC: Asphaltic Concrete; AB: Aggregate Base; PCC: Portland gement Concrete 6.7.2 Subgrade Preparation Prior to placement of pavement elements, subgrade soils should be moisture-conditioned to at least 110 percent of the optimum moisture content then compacted to at least 90 percent of the laboratory determined maximum dry density. Areas observed to pump or yield under vehicle traffic should be removed and replaced with firm and unyielding compacted soil or aggregate base materials. 6.7.3 Aggregate Base Aggregate base should be moisture conditioned to slightly over the optimum moisture content, placed in lifts no greater than 6 inches in thickness, then compacted to at least 95 percent of the laboratory standard (ASTM D 1557). Aggregate base materials should be Class 2 Aggregate Base conforming to Section 26-1 of the 2010 Edition of the Caltrans Standard Specifications, Crushed Aggregate Base conforming to Section 200-2.2 of the 2012 Edition of the Standard Specifications for Public Works Construction (Greenbook) or Crushed Miscellaneous Base conforming to Section 200-2.4 of the Greenbook. 6.7.4 Asphaltic Concrete Aggregate base should be moisture conditioned to slightly over the optimum moisture content, placed in lifts no greater than 6 inches in thickness, then compacted to at least 95 percent of the laboratory standard (ASTM D 1557). Aggregate base materials should be Class 2 Aggregate Base conforming to Section 26-1 of the 2010 Edition of the Caltrans Standard Specifications, Crushed 1 Aggregate Base conforming to Section 200-2.2 of the 2012 Edition of the Standard Specifications ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 21 for Public Works Construction (Greenbook) or Crushed Miscellaneous Base conforming to Section 200-2.4 of the Greenbook. 6.7.5 Concrete Pavers Concrete pavers should conform to the requirements of ASTM C 936. Construction of the pavers, including bedding sand, should follow manufacturer's specifications. Typical thickness of bedding sand is about 1 inch. The gradation of bedding sand should meet the requirement in Table 6.6. Construction of edge restraints should also follow manufacturer's specifications. As a minimum, restraints should be provided along the perimeter of concrete pavers and where there is a change in the paving materials. Concrete bands should extend to the bottom of the base course underlying the concrete pavers. TABLE 6.5 Gradation for Sand Bedding 00[30@ /3:9 1 1]agil@ Rip#i]6 +k"100 No. 4 95 - 100 No. 8 80 - 100 No. 16 50 - 85 No. 30 25 - 60 No. 50 5 - 30 No. 100 0 - 10 No. 200 0-1 6.7.6 Concrete Pavement Portland cement concrete used to construct concrete paving should conform to Section 201 of the Greenbook and should have a minimum compressive strength of 3,000 pounds per square inch (psi) at 28 days. Reinforcement and jointing of concrete pavement sections should be designed according to the minimum recommendations provided by the Portland Cement Association (PCA). For rigid pavement, transverse and longitudinal contraction joints should be provided at spacing no greater than 15 feet. Score joints may be constructed by saw cutting to a depth of 91 of the slab thickness. Expansion/cold joints may be used in lieu of score joints. Such joints should be properly sealed. Where traffic will traverse over cold joints without dowels or edges of concrete paving, the edges should be thickened by 20% of the design thickness toward the edge over a horizontal distance of 5 feet. We recommend rigid pavements be constructed at all trash truck loading pads (areas in front of the trash enclosures). The rigid pavement structural sections for trash pads should be reinforced with a minimum of No. 3 bars spaced at 18 inches each way. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 22 6.8 POST GRADING CONSIDERATIONS 6.8.1 Site Drainage and Irrigation The ground immediately adjacent to foundations should be provided with positive drainage away from the structures in accordance with 2013 CBC, Section 1804.3. No rain or excess water should be allowed to pond against structures such as walls, foundations, flatwork, etc. Excessive irrigation water can be detrimental to the performance of the proposed site development. Water applied in excess of the needs of vegetation will tend to percolate into the ground. Such percolation can lead to nuisance seepage and shallow perched groundwater. Seepage can form on slope faces, on the faces of retaining walls, in streets, or other low-lying areas. These conditions could lead to adverse effects such as the formation of stagnant water that breeds insects, distress or damage of trees, surface erosion, slope instability, discoloration and salt buildup on wall faces, and premature failure of pavement. Excessive watering can also lead to elevated vapor emissions within buildings that can damage flooring finishes or lead to mold growth inside the home. Key factors that can help mitigate the potential for adverse effects of overwatering include the judicious use of water for irrigation, use of irrigation systems that are appropriate for the type of vegetation and geometric configuration of the planted area, the use of soil amendments to enhance moisture retention, use of low-water demand vegetation, regular use of appropriate fertilizers, and seasonal adjustments of irrigation systems to match the water requirements of vegetation. Specific recommendations should be provided by a landscape architect or other knowledgeable professional. 1 6.8.2 Utility Trenches Trench excavations should be constructed in accordance with the recommendations contained in Section 6.1.7 of this report. Trench excavations must also conform to the requirements of Cal/OSHA. Trench backfill materials and compaction criteria should conform to the requirements of the local municipalities. As a minimum, utility trench backfill should be compacted to at least 90 percent of the laboratory standard. Trench backfill should be brought to moisture content slightly over optimum, placed in lifts no greater than 12 inches in thickness, and then mechanically compacted with appropriate equipment to at least 90 percent of the laboratory standard. The project geotechnical consultant should perform density testing, along with probing, to test compaction. Site conditions are generally not suitable forjetting of trench backfill and jetting should not be completed without prior approval from the project geotechnical consultant. Within shallow trenches (less than 18 inches deep) where pipes may be damaged by heavy compaction equipment, imported clean sand having a SE of 30 or greater may be utilized. The sand should be placed in the trench, thoroughly watered, and then compacted with a vibratory compactor. For utility trenches located below a 1: 1 (H:V) plane projecting downward from the outside edge of the adjacent footing base or crossing footing trenches, concrete or slurry should be used as trench backfill. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 23 6.9 PLAN REVIEW AND CONSTRUCTION SERVICES We recommend Albus-Keefe & Associates, Inc. be engaged to review any future development plans, including civil plans (grading plans), foundation plans, and proposed structural loads, prior to construction. This is to verify that the assumptions of this report are valid and that the preliminary conclusions and recommendations contained in this report have been properly interpreted and are incorporated into the project plans and specifications. If we are not provided the opportunity to review these documents, we take no responsibility for misinterpretation of our preliminary conclusions and recommendations. We recommend that a geotechnical consultant be retained to provide soil engineering services during construction of the project. These services are to observe compliance with the design, specifications or recommendations, and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. If the project plans change significantly from the assumed development described herein, the project geotechnical consultant should review our preliminary design recommendations and their applicability to the revised construction. If conditions are encountered during construction that appear to be different than those indicated in this report or subsequent design reports, the project geotechnical consultant should be notified immediately. Design and construction revisions may be required. 7.0 LIMITATIONS This report is based on the proposed development and geotechnical data as described herein. The materials encountered on the project site and utilized in our laboratory testing for this investigation are believed representative of the total project area, and the conclusions and recommendations contained in this report are presented on that basis. However, soil and bedrock materials can vary in characteristics between points of exploration, both laterally and vertically, and those variations could affect the conclusions and recommendations contained herein. As such, observation and testing by a geotechnical consultant during the grading and construction phases of the project are essential to confirming the basis of this report. This report has been prepared consistent with that level of care being provided by other professionals providing similar services at the same locale and time period. The contents of this report are professional opinions and as such, are not to be considered a guaranty or warranty. This report should be reviewed and updated after a period of one year or if the site ownership or project concept changes from that described herein. This report has been prepared for the exclusive use of Alliance Residential and their project consultants in the planning and design of the proposed development. This report has not been prepared for use by parties or projects other than those named or described herein. This report may not contain sufficient information for other parties or other purposes. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 24 This report is subject to review by the controlling governmental agency. Respectfully submitted, AL*BUS-KEEFE & ASSOCIATES, INC. 1 - David E. Albus #G/ No. 2455 Principal Engineer 1*l Em. 12091t d G.E. 2455 .*\A ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 25 REFERENCES Publications California Geologic Survey, Special Publication 117A, Guidelines for Evaluating and Mitigating Seismic Hazards in California, (2008). California Department of Conservation, Division of Mines and Geology, Seismic Hazard Report 012, "Seismic Hazard Zone Report for the Tustin 7.5-Minute Quadrangles, Orange County, California", 1998. Ishihara, K., and Yoshimine, M., "Evaluation of Settlements in Sand Deposits Following Liquefaction During Earthquakes", Soils and Foundations, Vol. 32, No. 1,1992. NCEER, "Proceedings of the NCEER Workshop on Evaluation of Lique faction Resistance of Soils", Technical Report NCEER-97-0022, December 31,1997 Seed, H.B., Idriss, I.M., "Ground Motions and Soil Liquefaction During Earthquakes," published by the EERI, dated December 1982. Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammer, A.M., Wu, J., Pestana, J.M., Riemer, M.F., Sancio, R.B., Bray, J.D., Kayen, R.E., and Faris, A., "Recent Advances in Soil Liquefaction Engineering: A Unified and Consistent Framework", 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Long Beach, California, April 30,2003. Southern California Earthquake Center (SCEC), University of Southern California, "Recommended Procedures for Implementation of DMG Special Publication 117 Guidelines for Analyzing and Mitigating Liquefaction Hazards in California," March, 1999. Tokimatsu, K. & Seed, H.B., "Evaluation of Settlement in Sands Due to Earthquake Shaking", Journel ofGeotechnical Engineering, Vol. 113, No. 8, August, 1987 Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes, M.E., Ishihara, K., Koester, J.P., Liao, S.S.C., Marcuson, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R.B., and Stokoe, K.H., "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEEIUNSF Workshops on Evaluation of Liquefaction Resistance of Soils," Journal of Geotechnical and Geoenvironmental Engineering, October 2001. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 18,2016 J.N.: 2530.00 Page 26 REFERENCES (cont.1 Reports "Geotechnical Recommendations 2001 E.Dyer Road, Santa Ana, CA," Prepared by Group Delta Consultants (GDC), date June 17,2016, GDCC Project No. LA- 1248A. "Geotechnical Feasibility Study Proposed Mixed Use Development, 2001 East Dyer Road, Santa Ana, California," Prepared by Southern California Geotechnical (SCG), dated February 12, 2015, SoCalGeo Project No.: 15G 10 1-1 Plans Rough Grading Plan, The Heritage, Santa Ana, CA, prepared by Fuscoe Engineering, sheets 1 through 7 of 7, dated August 2, 2016. ALBUS-KEEFE & ASSOCIATES, INC. Alliance Residence October 7,2016 J.N.: 2530.00 APPENDIX A EXPLORATION LOGS and CPT DATA (GROUP DELTA CONSULTANTS, June 17, 2016 & SOUTHERN CALIFORNIA GEOTECHNICAL, February 12, 2015) ALBUS-KEEFE & ASSOCIATES, INC. APPENDIX A FIELD INVESTIGATION A.1 Introduction The subsurface conditions of the additional field investigation for the proposed Alliance Heritage Residential Project were investigated by performing 5 hollow-stem auger (HSA) borings (B-8 through B-12). The locations of the additional explorations and previous explorations (B-1 through B-7) are presented in Figure 2 of the main report. Prior to beginning the field exploration program, access permission and encroachment permits were obtained as necessary from Orange County Health Care Agency (OCHCA). Underground Service Alert (USA) was notified for checking subsurface utilities. In addition, geophysical methods were also utilized to locate any potential subsurface utilities. The exploration methods are described in the following sections. A.2 Soil Drilling and Sampling Drilling. Logging. and Soil Classification Borings were drilled by Group Delta Consultants' (GDC) subcontractors, Martini Drilling and 2R Drilling, under the continuous technical supervision of a GDC field engineer, who visually inspected the soil samples, checked groundwater levels when encountered, maintained detailed records of the borings, and visually / manually classified the soils in accordance with the American Society for Testing and Materials (ASTM) D 2488 (Visual-Manual Procedure) and ASTM D 2487 (Unified Soil Classification System [USCS]). Logging and classification was performed in general accordance with Caltrans' "Soil and Rock Logging Classification, and Presentation Manual (2010 Edition)". A Boring Record Legend and Key for Soil Classification are included in this Appendix. Sampling Drive samples were collected at a depth interval of 5 feet to the bottom of explored depth. The sampling was performed using Standard Penetration Test (SPT) samplers in accordance with ASTM D 1586 and Ring-Lined "California" Split Barrel samplers in accordance with ASTM D 3550. Bulk samples were collected from auger cuttings and placed in plastic bags. SPT drive samples were obtained using a 2-inch outside diameter and 1.375-inch inside diameter split-spoon sampler without lining. The soil recovered from the SPT sampling was sealed in plastic bags to preserve the natural moisture content. California drive samples were collected with a 3-inch outside diameter, 2.5-inch inside diameter split barrel sampler with a 2.42-inch inside diameter cutting shoe. The sampler barrel is lined with 18-inches of brass rings for sample collection and has an additional length of waste barrel. The brass liner rings for sample collection are 1-inch high, 2.42-inch inside diameter, and 2.5-inch outside GROUP DELTA Appendix A - Field Investigation 2001 E. Dyer Road Santa Ana, California GDC Project No. LA-1248A Page A-2 diameter. California samples were removed from the sampler, retained in the rings and placed in sealed plastic canisters to prevent loss of moisture. At each sampling interval, the drive samplers were fitted onto sampling rod, lowered to the bottom of the boring, and driven 18 inches or to refusal (50 blows per 6 inches) with a 140-Ib hammer free-falling a height of 30-inches using an automatic hammer. The number of hammer blows to advance the samplers each 6" increment is presented on the boring records. When samplers advanced under static weight of the hammer without driving, a "P" for "push" was recorded on the boring records for each 6" increment. Compared to the SPT, the California sampler provides less disturbed samples. Shelby Tubes provide the least sample disturbance and are considered undisturbed. Relative Density and Consistencv Equivalent SPT N*60 values were used as the basis for classifying relative density of granular/cohesionless soils. Wherever possible, consistency classification of cohesive soils was based on undrained shear strength estimated in the field with a pocket penetrometer or by testing in the laboratory. Drive sample field blow Counts, SPT N*60 values, pocket penetrometer readings and corresponding density/consistency classifications are presented on the boring records. Borehole Abandonment At the completion of the drilling groundwater was measured (where possible) and the borings were abandoned by backfilling the borehole with Bentonite / cement grout. The surface was patched with cold mix asphalt concrete. Notes describing the borehole abandonment are presented on the boring records. Sample Handling and Transport Geotechnical samples were preserved and transported in general accordance with ASTM D 4220. Samples were sealed to prevent moisture loss, packed in appropriate protective containers, and transported to the geotechnical laboratory for further examination and geotechnical testing. Laboratory Testing The soils were further examined and tested in the laboratory and classified in accordance with the USCS following ASTM D 2487 and D 2488. Field classifications presented on the boring records were modified where necessary on the basis of the laboratory test results. Descriptions of the laboratory tests performed and test results are presented in Appendix B. k GROLIP DELTA Appendix A - Field Investigation 2001 E. Dyer Road Santa Ana, California GDC Project No. LA-1248A Page A-3 A.3 List of Attached Table and Figures The following table and figures are attached and complete this appendix: Table A-1 Field Exploration Summary Figure A-la Key for Soil Classification Figure A-lb Boring Log Legend Figures A-2a to A-13d Boring Logs GROUP DELTA Appendix A - Field Investigation 2001 E. Dyer Road Santa Ana, California GDC Project No. LA-1248A Page A-4 TABLE A-1: FIELD EXPLORATION SUMMARY Exploration Date No.Performed 8-1 7/27/2015 B-2 7/28/2015 B-3 7/29/2015 B-4 7/29/2015 8-5 7/29/2015 8-6 7/27/2015 B-7 7/27/2015 8-8 4/20/2016 8-9 4/20/2016 8-10 4/20/2016 B-11 5/4/2016 B-12 5/3/2016 Ground Surface Elevation* (feet, MSL) 54 56 54 54 51 49 50 57 56 55 51 51 Total Depth (feet) 51.5 51.5 51.5 51.5 51.5 51.5 51.5 61.5 61.5 61.5 101.5 91.5 Exploration Type Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger Hollow-stem Auger *Elevations taken from Google Earth GROUP DELTA KEY FOR SOIL CLASSIFICATION UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) GROUPPRIMARY DIVISIONS SECONDARY DIVISIONS SYMBOL CLE.Ul GRAVEL GW Well-graded gravel, gravel with sand, little or no fines GRAVEL (Lme-,51*/1 GP Poorly-graded gravel. gravel with sand. little or no fines (% GRAVEL > 96 SAND)DIRTYÂ· GRAVEL GM Silty gravel, silty gravel wllh sand, sitty or non-plastic fines GC Clayey gravel. clayey gravel with sand, clayey or plastic fines CLEAN SAND SW WeD-graded sand. sand with gravel. little or no fines SAND Ress 91- 596 -s)SP Poorty-graded sand. sand with gravel, little or no fines (96 SAND z 96 GRAVEL)-DIRTY' SAND SM Silty sand, silty Sand with gravel, silly or non-plastic fines SC Clayey sand, dayey sand w,th gravel, clayey or plastic fines ML Inorganic silt. sandy silt, gravelly silt, or dayey silt with low plastiatyiliSILTS AND CLAYS CL Inorganic clay of low to medium plastiaty, sandy day, gravelly day. silty day, Lean Clay(Liquid Umit less than 50) OL Low to medium plasticity Silt or Clay with significant organic content (vegetative matter) CH Inorganic clay of high plasticity. Fat Clay MH Inorganic elastic silt. sandy silt. gravelly silt. or dayey silt of medium to high plasticity SILTS AND CLAYS (Liquid Limit 50 or more) OH Medium to high plasticity Silt or Clay with significant organic content (vegetative matter) HIG-ILY ORGANIC SOILS PT Peat or other highly organic soils Note: Dual symbols are used for coarse grained soils with 5 to 12% fines (ex: SP-SM), and for solls with Alterberg Limits falling in the Ct-ML band in the Plasticity Chart. Bordertine classifications between groups may be indicated by two symbols separated by a slash (ex: CUCH, SW/GW). S2 CONSISTENCY CLASSIFICATION MOISTURE CLASSIFICATION COARSE GRAINED SOILS F NE GRAINED SOILS Undrained DRY - Absence of moisture, dusty, dry to the touch Blowcount BlowcounP Shear MOIST- Damp but no visible water SPT1 Consistency SPT1 Consistency Strenth: Su WET- Visible free water. usually soil is below water table (CAL)2 (CAL)2 (ksf) 5-10 (7-15) 11-30 (16-45) 31-50 (46-75) >50 (>75) <2 Very Soft <0.25 (<3)Very Loose Loose Med. Dense Dense Very Dense (7-12) 9-15 (13-22) 16-30 (23-45) >31 (>45) Soft 0.25 -0.50 Firm 0.50 - 1.0 SUff 1.0 - 2 Very Stiff 2.0 - 4.0 Hard >4.0 CONSISTENCY NOTES: 1. Number of blowl of a 14O4b. hammer falling 30-inches to drive a 2-inch OD (1.375-Inch ID) SPT Sampler [ASTM D-1585] the final 12-inches of driving 2. Number of blows of a 1404b. hammer falling 30-inches to drive a 34nch OD (2.42- inch ID) California Ring Simpler the final 12-inches of driving. 3. Undralned shear strength of cohesive soils predicted from field blowcounts is generally unreliable. Where possible. consistency should be based on Su data from pocket penetrometer. torvane, or laboratory testing. CLASSIFICATION CRITERIA BASED ON LABORATORY TESTS Grain Size Classification CLAY AND SILT SAND GRAVEL Fine 1 Medium Coarse Fine Coarse COBBLES BOULDERS US Std SI-No. 200 No. 401 No. 11 No. 4 3/4- 3- 12- G- SN (nin,1 0.075 0.4251 ! 4.75 19.1 76.2 304.8 PLASHCITY CHART Classification of earth materials shown on the logs is based on field inspection and should not be construed to imply laboratory analysis unless so stated. 60Â· 50 CA -OH -40 - 30 -Aâ€¢ L- Granular Soil Gradatlon Parameters Coefficient of Uniformity: Cu = D60 / [)10 Coefficient of Curvature: Cc= ([)3of / (Dto x Deo) Dio= 10% of the soil is finer than this diameter [)30= 30% of the soil is finer than this diameter D30- 60% of the soil is finer than this diameter 20 - in aL-20 101,-OH CL -OL imMEZ Gradatlon or Plasticitv Reauirement AX[IlE SW10 -CU>6 and Q between 1 and 3 / ML . OL GW CU>4 and Cc between 1 and 3 0 'GP or SP Clean gravel or sand not meeting requirement for GW or SW 0 20 40 60 80 100 GM or SM Plots below -A- Line on Plasticity Chart or PI < 4 L IQUID LIMIT, LL GC or SC Plots above *A" Line on Plasticity Chart and PI > 7 FIGURE A-la GROUP SYMBOLS AND NAMES FIELD AND LABORATORY TESTS Graphic / Symbo Group Names ' 6') GW Wilk-graded GRAVEL Wel-graded GRAVEL with SAND Poorty grad. 1 GRAVEL Poorly graded GRAVEL wllh SAND Wel-graded GRAVEL with SILT Werk-graded GRAVEL with SILT Ind SAND WerÂ·graded GRAVEL with CLAY (or SILTY CLAY) We*-graded GRAVEL with CLAY and SAND Cor SILTY CLAY Ind SAND) Poorly graded GRAVEL with SILT Poorly graded GUVEL with SILT and SAND Poorly graded GRAVEL with CLAY (of SILTY CLAY) Poorly graded GRAVEL with CLAY and SAND (01 SIUÂ¥ CLAY and SANDI SILTY GRAVEL SILTY GRAVEL with SAND CLAYEY GRAVEL CLAYEY GRAVEL with SAND SILTY, CLAYEY GRAVEL SILTY, CLAYEY GRAVEL with SAND W-graded SAND Well-grodid SAND with GRAVEL Poorly graded SAND Poorly graded SAND wlth GRAVEL We-graded SAND with SILT Werkgraded SAND with SILT and GRAVEL rÂ· WemÂ·graded SAND with CLAY (= SILTY CLAY) Wer--graded SAND w,th CLAY and GRAVEL Cor SILTY CLAY and GRAVEL) Poony graded SUID with SILT Poorly graded SAND with SILT and GRAVEL. Â°000' 0004 GP GWÂ·GM GWÂ·GC 00500 ec#c GP.GCO C 02 c c d.â‚¬ GM P>,C0 Gt NECK GC-GM / '- 1 SW SP SW-SM SW-SC SP-SM Graphic / Symbo Group Name, lilli Lean CLAY Lein CLAY with SAND Imon CLAY with GRAVEL 4. SANDY lean CLAYSANDY lean CLAY with GRAVEL GRAVELLY lean CLAY GRAVELLY linn CLAY wlth SAND SILTY CLAY SILTY CLAY with SAND SILTY CLAY with GRAVEL / , CL-NIL SANDY SILTY CLAY SANDY SILTY CLAY with GRAVEL111GRAVELLY SILTY CLAY GRAVEUY SILTY CLAY with SAND SILT SILT with SAND SILT with GRAVEL SANDY SILT SANDY SILT with GRAVEL GRAVELLY SILT GRAVELLY SILT with SAND ORGANIC lian CLAY ORGANIC lian CLAY with SAND ORGANIC lian CLAY w,th GRAVEL SANDY ORGANIC lem CLAY SANDY ORGANIC lean CLAY with GRAVEL GRAVELLY ORGANIC lean CLAY GRAVELLY ORGANIC lean CLAY with SAND ORGANIC SILT ORGANIC SILT with SAND ORGANIC SILT with GRAVEL SANDY ORGANIC SILT SANDY ORGANIC SILT with GRAVEL GRAVELLY ORGANIC SILT GRAVELLY ORGANIC SILT with SAND Fat CLAY Fat CLAY w:th SAND Fot CLAY with GRAVEL. SANDY fit CLAY SANDY fit CLAY with GRAVEL GRAVEUY fat CLAY GRAVELLY fil CLAY with SAND Elastic SILT Elast,c SILT with SAND Elast,c SILT w,th GRAVEL SANDY elastic SILT SANDY elastic SILT with GRAVEL GRAVELLY -stk SILT GRAVELLY,lastic SILT with SAND ML / OL f f OL SP-SC C Consolidation (ASTM D 2435-04) CL Collapse Potential (ASTM D 5333-03) CP Compaction Curve (CTM 216 - 06) CR Corrosion, Sulfates, Chlorides (CTM 643 - 99: CTM 417 - 06; CTM 422 - 06) CU Consolidated Undrained Triaxial (ASTM D 4767-02) DS Direct Shear (ASTM D 308044) El Expansion Index (ASTM D 4829-03) M Moisture Content (ASTM D 2216-05) OC Organic Content (ASTM O 2974-07) P Permeability (CTM 220 - 05) PA Partide Size Analysis (ASTM D 422-63 [2002]) PI Liquid Limit, Plastic Limit, Plasticity Index (AASHTO T 89-02, AASHTO T 9040) PL Point Load Index (ASTM D 5731-05) PM Pressure Meter PP Pocket Penetrometer R R-Value (CTM 301 - 00) SE Sand Equivalent (CTM 217 - 99) SG Specific Gravity (AASHTO T 100-06) SL Shrinkage Limit (ASTM D 427-04) SW Swell Potential (ASTM D 4546-03) TV Pocket Torvane UC Unconfined Compression - Soil (ASTM D 2166-06) Unconfined Compression - Rock (ASTM D UU M%9!idated Undrained Triaxial (ASTM D 2850-03) UW Unit Weight (ASTM D 4767-04) VS Vane Shear (AASHTO T 223-96 [2004]) SAMPLER GRAPHIC SYMBOLS Standard Penetration Test (SPT) SM SC-SM Poolly gradid SAND with CLAY (0, SILTY CLAY) 0 Poorly ofodid SAND with CLAY and GRAVEL 1 (/ SILTY CLAY Ind GRAVEL) , SILTY SAND P SILTY SAND with GRAVEL MH f f OH f f ORGANIC lat CLAY ORGANIC fat CLAY wlth SAND ORGANIC fat CLAY with GRAVEL SANDY ORGANIC fat CLAY SANDY ORGANIC fat CLAY with GRAVEL GRAVELLY ORGANIC fat CLAY GRAVELLY ORGANIC fit CLAY with SAND Standard California Sampler Modified California Sampler CLAYEY SAND CLAYEY SAND with GRAVEL SILTY. CLAYEY SAND SILTY, CLAYEY SAND with GRAVEL ORGANIC elastic SILT ORGANIC elastic SILT with SAND ORGANIC elastic SILT with GRAVEL SANDY ellitk ELASTIC SILT SANDY ORGANIC elastc SILT with GRAVEL GRAVELLY ORGANIC Itast,c SILT GRAVELLY ORGANIC etastk SILT with SAND Shelby Tube Piston Sampler m Â£2 Â£ 5 25 Ek Â£ C, Â£ PT PEAT COBBLES COBBLES and BOULDERS BOULDERS jI Jr. fY. k JE. ORGANIC SOIL ORGANIC SOIL w,th SAND ORGANIC SOILwith GRAVEL OUOH SANDY ORGANIC SOIL SANDY ORGANIC SOIL .,th GRAVEL GRAVELLY ORGANtC SOIL GRAVELLY ORGANIC SOIL wlth SAND NX Rock Core Bulk Sample HQ Rock Core Other (see remarks) DRILLING METHOD SYMBOLS WATER LEVEL SYMBOLS Auger Drilling Rotary Drilling Dynamic Cone 67 Diamond Core or Hand Driven 1/,1 2 First Water Level Reading (during drilling) ! Static Water Level Reading (after drilling, date) Ref.: Caltrans Soil and Rock Logging Classification, and Presentation Manual (2010) DEFINITIONS FOR CHANGE IN MATERIAL Term Material Change Definition Symbol Change in material is observed in the sample or core, and the location of change can be accurately measured.GROUP GROUP DELTA CONSULTANTS, INC. FIGURE NUMBER GEOTECHNICAL ENGINEERS A-1 BAND GEOLOGISTS Estimated Change in material cannot be accurately Material located because either the change is Change gradational or because of limitations in the drilling/sampling methods used. PROJECT NAME PROJECT NUMBER Soil/Rock Material changes from soil characteristics Boundary to rock characteristics.DELTA CONSCIJANTS BORING RECORD LEGEND BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-1 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 1 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERI) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 2 23.0/31.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM 50 5 -45 10 40 15 (IMJ) Hidaa NOI1VA313 Z Ul g a 00& Z f - M 6 gr (DO 0E m Â£ 2: L, gl %12 52 5%(9 Â£ > R W t. w 0 2 0 IU, J,_DESCRIPTION AND CLASSIFICATION%E& %, 8 E 2 28 19; 51!! IM Â§-1 W . 230 B-1 SAN SAI i-SPHALT CONCRETE (4") s; low to nonplastic; AGGREGATE BASE (6-). / TY SAND with GRAVEL (SM)brown; moist; mostlyto medium SAND; some fine to coase GRAVEL: f- Â·.r.'. 9IL , Lean CLAY (CL); hard; brown; moist; mostly fines; trace fine SAND; low to medium plasticity; PP=4.0 tsf. iaRCLAY7CLFEri:Erown,-masi, matwrnanrice - fine SAND; medium plasticity; PP=4.5 tsf.S-1 3 5 2 3 B-2 37:20 R-3 3 11 19.6105.6 /1 5 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 6 S-4 1 42 41 /// 3 0li.- THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-2 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. 2 35 20 SH-5 30 AGDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-1 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 51.5 54 2 23.0/ 31.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY 1 INM Z OO S-6 2 83 DEPTH (feet)ELEVATION SAMPLE TYPE ON 3-IdWVS LLV813N3d NV1SIS3 .N. 13/M018(I 9 / SM018)â‚¬ Ul 3 8 5- 1 W 8%6 M.2 E 2& CDo ow -! HU, Zo E '465 ES Wtz dz &5 DESCRIPTION AND CLASSIFICATION 08 WK: 1-w =w 2 J 5 25 -30 H R-7 2 7 3 4 20 S-8 2 11 4 7 15 40 H R-9 4 16 6 10 10 45 S-10 7 20 9 11 - 5 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 \) // (Lean CLAY (CL), continued.) 201 // -Hard; light brown; moist to wet; medium plasticity; PP=3.0 tsf. 1/ 0 oft; light brown and gray; PP=0.25 tsf. 5/7 - Medium stiff to stiff; PP=1.0 tsf. 1 - 3'Â· Poorly-graded SAND wtih SILT (SP-SM*nedium Â·. dense; brown: wet; mostly fine SAND; few fines; Â·Â· A nonplastic. 7.....E --SILÂ¥Â¥-5*BIDTS791 1-â‚¬?floBs@,1Â¥it-Growafwit,-mosily- --Â·7 fine SAND; some fines; low plasticity. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE < SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-2 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-1 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (InB TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 -P 23.0/31.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY 1 INM C a R-11 2 4 2 2 0 55 -5 60 -10 65 -15 70 -20 DEPTH (feet)ELEVATION SAMPLE TYPE ON 3-IdAVS STANEVhI13N3d(NI 9 / SMC)EL U.1 2% 62 8 5- r %! 2 G e 0 0 9 0 O% %12 00 0 E12 I, r,n DESCRIPTION AND CLASSIFICATION UJ GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 :. Â·Â·.:.:Â· (SILTY SAND (SM), continued.) Total Depth: 51.5 Feet. Groundwater: 43 Feet. Boring backfilled with cemenUbentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-2 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLE ID Broadstone Heritage LA-1248A B-2 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/28/2015 7/28/2015 1 of 3 . DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 56 2 25.0/ 31.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM (DO 0LU 07 cÂ· 12 59 re8! o tob W u < a Iuj _,g a.0 DESCRIPTION AND CLASSIFICATION 8 2 g- 28 Ee sw IM guZI113 3 V' 0 B-1 n/ Xi/ DEI ELI SAM SAP r P %11-1 S-4 2 4 2 2 - S-2 5 13 6 7 5 50 R-3 6 20 9JH 11 10 45 15 40 R-5 3 17 7 10 SH-6 20 35 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 PHALT CONCRETE (4") rY SAND with GRAVEL (SM)brown; moist: mostly,- ID; little fine to coarse subrounded GRAVEL; littlex nonplastic; AGGREGATE BASE (5-) '/ Lean CLAY (CL) hard; brown and beige mottled;,ll1 moist; mostly fines; medium plasticity; PP=3.0 tsf. ) 7> / LianCLAÂ¥-(CIJ-siiffi-670*tii-t-oistrniasily-TEeii iiaTe- - / fine SAND; medium plasticity.\ 1iNlll - Medium stiff to stiff; PP=1.0 tsf. Stiff to very stiff; PP=1.5 tsf. , /1 Ilil / - Hard; PP=2.5 tsf. lil0/l 1 N Ilin Soft to medium stiff; PP=0.5 tsf. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-3 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING 2013 LA-1248 BORING LOGS GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-2 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/28/2015 7/28/2015 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERI) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 51.5 56 -P 25.0/ 31.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY 1 INM ZUÂ·1 'Z â‚¬w 533 & F & 2 5- mEE * E %Â§%Â£ M a I .- EN K. 28 9 ZC (De JI Â£0 DESCRIPTION AND CLASSIFICATION %2 Hw 9 b ti 01- 0= 0 UO 30 S-7 2 11 19.5 5 6 30 25 H R-8 4 48 31 17 35 20 S-9 5 17 21.4 27:6 8 A 9 40 15 JH R-10 6 79 33 46 45 10 10 34 19.1 14 20 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 ) Clean CLAY (CL), continued.) , li / / - Hard; wet; PP=2.5 tsf. - Stiff to very stiff; PP=1.5 tsf. - Some GRAVELS. > -/3*6[bÂ¥ 51[TYCLAY-65*NBY-t[*Â¥EY-51[10---- - (CUML) medium stiff to stiff; brown with orange/ staining; wet; mostly fines; some fine to medium SAND; /, little fine to coarse GRAVELS; trace of CLAY clasts; low / plasticity: PP=1.0 tsf. -fi- ---.*.....3--Pooily:giaif SANO (SPNerÂ¥ deTs@i6?6GE WeE >. mostly fine to medium subrounded SAND; nonplastic. ) Â·Â· 0-Â·.-7 -Medium dense. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-3 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-2 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/28/2015 7/28/2015 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE WEIGHT/DROP)HAMMER EFFICIENCY (ERI) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 56 2 25.0 / 31.0 ouRING DRILuNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM 5 R-12 11 45 20 25 55 0 60 - -5 65 -10 70 -15 DEPTH (feet)ELEVATION SAMPLE TYPE ON 3-ldWVS NOI-1.13Nad (NI 9 / SM02)30NV1S S .N. 13/M018 â‚¬ ul UE (Do o9 & 2 5 6 @3 me ig rew O 52 55 : r zu, u,_ a. O DESCRIPTION AND CLASSIFICATION 4 a a- os u,w ke mul 5-1U) 2 . 5 & 6* Wr- Od U 0 -Ill GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 \ ) F. Â·.,4.Â·(Poorly-graded SAND (SP), continued.) Total Depth: 51.5 Feet. Groundwater: 25 Feet. Boring backfilled with cement/bentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-3 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-3 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 1 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV, GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 51.5 54 -e 23,0/ 31.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY I INM z i o 90Â£ Z W 0- r z 1-ZO .4% u, 13 4,58 tz P * E Lait d la GER R A- 90 ble 4 2 1 zwS 9 75 926 !+la:m in M U) 0 111 J cru Zo cn d w H J I E (O 20 IU) J-DESCRIPTION AND CLASSIFICATIONUIH- HLLI -W -J < 3 3 8 3 5 5 H Rat 3 18 7 11 A -45 10 P 3 1 2 40 15 37:20 35 20 SH-7 30 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 A 13 ...LASPHALT CONCRETE (3.5").-i C| <'.1-:*.. SILTY SAND with GRAVEL (SM)AGGREGATE >*' -8Â£2.0.LSILTY SAND with GRAVEL (SM)brown; moist: mostly> -/7> fihe to medium SAND; nonplastic. _ j > // Lean-C[.*YlCLI-hirdi 6!aik-wiih-wFfiteEoT{liÂ®T , /, mostly fines; medium plasticity; PP=3.5 tsf. h'11I GRAVELLY Lean CLAY (Custiff; brown; mostly / / / fines; some GRAVELS; trace fine SAND: medium plasticity Lean CLAY (CL) stiff; brown with grey orange and M / / black staining; mostly fines; trace fine SAND; medium plasticity; PP=1.5 tsf. > ... Â·.>-Â·..Â· poony-graiida SA16 (819EdieT-ffioWrii-raiitrhiBsity- .Â·.Â· '..'Â·7 fine to medium SAND; trace fines; nonplastic. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-4 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-3 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 2 of 3 1 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTH/El-EV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 -P 23.0/ 31.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM Z <0 00 S-8 3 13 5 8 25 1A DEPTH (feet)ELEVATION (feet)SAMPLE TYPE ON 3-IdKVS 1Vhl13N3d .N. 13/M018 El Ul Z orÂ© D- I 90 :f 0 wd Ze .- 1%11 & 2 too 0 612 +9 ze O'- 85 0 DESCRIPTION AND CLASSIFICATION U}6 UJ 0 (Poorly-graded SAND (SP), continued.) SANDY lean CLAY (Cuhard; brown; mostly fines; /// some fine SAND; medium plsaticity; PP=2.5 tsf. R-9 7 27 12 15 20 19.6110.C hiaii c-LAY-witffGNAVE[ (CQIfglif-67owriT most[F / fines; little fine to coarse subangular GRAVEL; med plasticity. 7-tr*VEYS* Ablt 1-ni@dium EfensE; Erdwift -wet 3 mostly fine to medium SAND; some CLAY clasts. 15 dn S-10 50/6" 11 R-11 9 61 24 16.1116.6 14 Poorly -graded SAND (SP>dense; brown; wet; mostly < fine to medium SAND; trace fines; nonplastic. 37 10 S-12 5 25 11 14 5 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 > 19Â·.t 3 - medium dense. > -7 f-4 4FLfY-SANDTS-Arn-edum aeWsEErown,-m@s - - mostly fine to medium SAND; little to some fines; , f. 4-4 0 nonplastic THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-4 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-3 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In), TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 23.0 / 31.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER ORILUNG MOD. CAL, SPT & SHELBY 1 INM 882 Â£ 3S E ks g R E %5 0 zo00 0 1-9. ES Ed wtzEE (Dte; a ) O 0 DESCRIPTION AND CLASSIFICATION209 9 8 2 Q- 08 lute .Aw 26 39> ts ur aa 0 U,1 0 S-13 4 24 17.3 10 14 0 55 -5 60 -10 65 -15 70 -20 DE ELI GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 2.-Â·I-':.:Â· (SILTY SAND (SM), continued.) Total Depth: 51.5 Feet. Groundwater: 35 Feet. Boring backfilled with cement/bentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-4 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-4 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 1 of 3 | DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 2 21.0/33.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY 1 INM Â£ Ul A 2/' 00 0 g & E 3- @c 4 me 59 re M R st w 0 2- I{0 -1.- so DESCRIPTION AND CLASSIFICATION 8 : 0 , tii O'- 3= 0VJ 0 B-A DEI ELI SAM SAB F.L. IL FA R-1 6 13 550 8 5 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 t! SH-3 15 35 L.J 20 | SH-5 30 1_ASPHALT CONCRETE (5'0) .TY SAND with GRAVEL (SIR)AGGREGATE SE (51 - - morning; mostly fines; medium plasticity; PP=1.0 tsf. Lean CLAY (CL) medium stiff to stiff; dark brown with 1.laR- CLAY-(CLIsiifE-dirK-670-wffi- mostfifi;Trice- - Hard; brown with beige mottled and gray staining; moist; trace fine SAND; PP=3.0 tsf. - Medium stiff to stiff; PP=1.0 tsf. - Soft to medium stiff; brown with trace orange staining; PP=0.5 tsf. , .c :.: -Â·..3TLTYJAND-[smj-bioinT-nibiit,-mosify-liri@ fo --Â·*nedium SAND: little fines: trace day clasts; nonplastic. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-5 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. S-2 -45 Â£2 10 2 7 3 4 33:18 i 3 8 4 4 Lli_GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLE ID Broadstone Heritage LA-1248A B.4 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (iny TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 51.5 54 2 21,0 / 33.0 OURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY I INM 25 30 35 (leeJ) H.1.d3O NOI1VA313 Â£ w -= E m & Â© El m= %@ Me, > 8 e E- E & m 12 2 13 @ 10 3 8 DESCRIPTION AND CLASSIFICATION 8 . 2 k Ki Â°'- 0= a Ul Ul H R-6 3 9 5 S-7 3 13 5 8 R-8 6 25 1015 15 40 Ill j Ll-t- 6 34 13.7 1310 12 21 45 R-10 2 8 35 5 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 SANDY lean CLAY (Cumedium stiff to stiff; brown; / mostly fines; some fine to medium SAND; medium> / / plasticity; PP=1.0 tsf. h//,-Hard; brown with orange, beige and black staining; trace coarse SAND; PP=3.5 tsf. - Medium stiff to stiff; brown; trace fine SAND; PP=1.0 / tsf. >/ / - Orange staining; some fine to medium SAND. ..Â·. Â·Â·Â·Â· Â·.Â·-1â‚¬6AvFgialeil SAND (SP)deFis/, 6?6Wil Wei, Foiti ) D.Â·f..Â·.7 fine to medium SAND; trace fines; nonplastic. ) -t 9--t--W@11Â¥ale8 5*70 Wiffi 51['11SW-510 j'06&â‚¬ 676*fiI - - ' wet; mostly fine to coarse SAND; few fines; trace CLAY â€¢'., clasts. 7.17.1 3)TEN-BANDTSfFbf6*namia:-mosify-Mni E ----- -i. f.13 medium SANDI some fines; trace fine GRAVEL. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-5 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-4 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA DRILLING COMPANY DRILL RIG DRILLING METHOD 7/29/2015 7/29/2015 3 of 3 LOGGED BY CHECKED BY Martini Drilling CME 75 |Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERI) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 2 21.0 / 33.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY I INM | SH-11 0 55 -5 60 -10 -65 -15 70 -20 DEPTH (feet)ELEVATION (feet)3dkL 31dWVS ON 31diNVS ZUJ I - ME e , 2 2 5 $ LE me le L DESCRIPTION AND CLASSIFICATIONmS* % E %1 8 Es % me @ MG 38 : 0ZLLI 0 PE GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 :. Â·- -1.Â· (SILTY SAND (SM), continued.) Total Depth: 51.5 Feet. Groundwater: 21 Feet. Boring backfilled with cemenUbentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-5 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLE ID Broadstone Heritage LA-1248A B-5 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 1 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 51 Y 18.8 / 32.3 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM 5 10 (lee,) Hld3O 32 > 8 et *il me 2,10 11/3 39 DESCRIPTION AND CLASSIFICATION 8 , 2 >- tz# 0'- 8, e &k5 50 >O< B-1 38 80 [ -ASPHALT CONCRETE (4").TY SAND with GRAVEL (SM)brown: moist; mostly3 to medium SAND: little to some fines; little fine to F- irse GRAVEL; trace CLAY clasts; AGGREGATE SE (61 tr.K SIL SHA 3 9 4 5 45 Â£1!L Lean CLAY (CL) very stiff to hard; dark brown and trace white staining; mostly fines;medium plasticity; PP=2.0 tsf. 147,47liaii- C-LA'ACCDZ@ry-sfirdirF bid@riT moitli fines:- trace fine SAND; medium plasticity. H R-3 3 10 4 6 40 - Stiff to very stiff; brown; PP=1.5. - Trace of GRAVEL. - Medium stiff to stiff; PP=1.Otsf. - Stiff to very stiff; PP=1.5 tsf. 15 35 P 5 2 3 20 Hard; mottled with gray spotting; PP=2.0 tsf. 30 H R-6 3 22 9 13 - Medium stiff to stiff; brown; PP=1.0 tsf. 24.6 98.6 41:22 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 A C\///, THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-6 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-5 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA DRILLING COMPANY DRILL RIG DRILLING METHOD 7/29/2015 7/29/2015 2 of 3 LOGGED BY CHECKED BY Martini Drilling CME 75 |Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 51.5 51 1 18.8/ 32.3 ouRING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM Â£ w Er (90 0EME U r a E m= =G J me m* *1 DESCRIPTION AND CLASSIFICATION f C s m Liu .g 43 25 - - - SH-7 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 30 - 20 35 - 15 S-8 8 30 11.7 11 19 40 10 2 9 3 6 45 5 S-10 6 48 21 27 A Rfi-C-Abldtibiow-ni-nibsily-6eTo-meguriT - -2 Clean CLAY (CL), continued.) 3-BAND; some fines; medium plasticity. / . Â·.Â·. Poorli-grad/@TAND 1515,-maiGri-daiiâ‚¬browrii- - h. wet; mostly fine to medium SAND; trace fines: I --- 0--Â·.-1.- nonplastic. -Loose. > .Â·Â· )Â·.Â·9.-- - Dense. > 7.191 --STLWBABIDISarverg-dense,giaf, moisE-mBEuF--- Â·IlÂ·K< fine to medium SAND; little to some fines; trace CLAY/ THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE viv SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-6 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLE ID Broadstone Heritage LA-1248A B-5 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED 8Y CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 51 2 18.8/32.3 DURING DRUING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM 582 6 E W Er <20 oL ks & 2 5- e u,-1 0 zo -E Q * 26 1- W . 432 s :3 W t; 3* *g DESCRIPTION AND CLASSIFICATION0 & 8 5.- 08 w# 1-Ul.. af U Â»% OF EM & UA . 0 0 S-11 24 63 26 37 55 -5 60 -10 65 -15 70 -20 DEPTH (fee ELEVATIOr SAMPLE TYI )N 3-IdNVS @1-2 0 {1 REC GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 ..1 Â·---VÂ· dasts; nonplastic Â·: 'Â·Â·3Â· (SILTY SAND (SM), continued.) Total Depth: 51.5 Feet. Groundwater: 18.75 Feet. Boring backfilled with cemenUbentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-6 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-6 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA DRILLING COMPANY DRILL RIG DRILLING METHOD 7/27/2015 7/27/2015 1 of 3 LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 49 1 20.0/ 29.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM S lu 28 & 8 5- 7 % 2 Ge 3 Ok: O 00 0 Wc *41 %12 59 ye W u r u) I (4 -J,- 500 9 W E 1- W -uj 15 -1CE O Es= 3 <J DESCRIPTION AND CLASSIFICATION 5 V.- C79-ILTY SAND with GRAVEL (SM)brown; moist; mostly/ L.r Â· --Af PHALT CONCRETE (2") ./-- / fi,e to medium SAND; little fine to coarse GRAVEL; / nooplastic; AGGREGATE BASE (4.53. /Lean CLAY (CL) hard; brown; moist; trace fine SAND; low to medium plasticity; PP= 2.5 tsf. / / Lean CLAY (CL) stiff; brown; moist; trace fine SAND; . / / medium plasticity; PP= 1.5 tsf. -Dark brown; perched water; PP= 1.75 tsf. SMedium stiff; moist to wet; medium plasticity; PP= 1.0 THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-7 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. R-2 4 12 6 6 -40 1n S-3 2 7 21.0 3 4 35 15 SH-4 42:24 30 20 S-5 0 21 1 25 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-6 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHIELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 49 -P 20.0 / 29.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT & SHELBY 1 INM ZLU IZ Be O-223 6 1 2 3 7 Ec 03- &= *CD =M M m a 0 8t E- Ee 20 *W *8 DESCRIPTION AND CLASSIFICATION 0 R-6 3 12 5 7 DEI ELI SAM SAI 20 30 S-7 3 14 7 7 15 35 R-8 5 22 10 12 10 40 S-9 7 36 22.4 17 19 5 45 R-10 6 37 9 28 0 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 / / Clean CLAY (CL), continued.)/ - Very stiff; PP= 1.75 tsf. lilli Hard; grayish brown; wet; PP= 3.25 tsf. / / -PP= 2.75 tsf.11/0/1 1 ,Â£-49ft; PP= 0.25 tsf. -:. Pooilirgialea sANCIGWR 51[T-ISP-jNDderiiâ‚¬ - Â·.' brown: wet; mostly fine SAND; few fines; nonplastic. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-7 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-6 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA DRILLING COMPANY DRILL RIG DRILLING METHOD 7/27/2015 7/27/2015 3 of 3 LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 49 2 20.0/ 29.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT & SHELBY 1 INM ZLU ' 00= Z .0 5 1 W a 0 r 1-Ze '053 ,0 98 g&06; t z- E e J U) IM d w,- m I Eg-e= 9 k O 52 59 2. I. =1.-DESCRIPTION AND CLASSIFICATION M'mo w .0 ca- pa Wt 61!! RO @-1 U-W CO S-11 2 4 43.3 2 2 -5 55 -10 60 -15 65 -20 70 -25 DEI ELI SAM GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 Lean CLAY (CL) soft to medium stiff; dark gray; wet: mostly fines; trace fine SAND; medium to high plasticity; PP= 0.5 tsf. Total Depth: 51.5 Feet. Groundwater: 40 Feet. Boring backfilled with cemenUbentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-7 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLE ID Broadstone Heritage LA-1248A B-7 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 1 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (Ir# TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 50 2 22.0/ 28.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL 1 INM 10 15 (1981) HldE 4 92 00 0LILI & 2 3: 9Â© *d EIB 52 Ee) O s U| u <,A I W -1 B- 910 DESCRIPTION AND CLASSIFICATION a -- 08 Lu r 1-w =u' 2-JR 2 9 > 1-* O'- &f ,n m 0 5 -45 X.X ASPHALT CONCRETE (5") SILTY SAND with GRAVEL (SM)brown; moist; mostly to medium SAND; little fine to coarse GRAVEL; --plastic; AGGREGATE BASE (8'). /// Fill H R-2 3 11 4 18.5105.8 7 40 2 7 45:25 3 4 35 Lean CLAY (CL) very stiff; brown; moist; mostly fines; trace fine SAND; medium plasticity; PP=2.0 tsf. -LAR Cl,AÂ¥-(CIJ-me316Fr-sti#;0119biowhi-r63@i,- mostly fines; trace fine SAND; medium plasticity; PP=0.75 tsf. R-4 3 8 4 23.0102.4 4 20 -30 R-5 4 13 5 8 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 Very stiff; PP=2.0 tsf. Â¢14 THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-8 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-7 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 2 of 3 . DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTH/ELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 50 2 22.0/ 28.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL 1 INM R-6H qn 9n DEPTH (feet)ELEVATION 3dkL 31dWVS ON 31dWVS NOI-in,13Nad 6 w EÂ© 00 o9 & E 5 0 '1 ES 59 AD19 0 ki wi? 2.- IU) u,- 0 DESCRIPTION AND CLASSIFICATION K 0 2- 08 wgi ,-U' Eul0 6 2 2 > CS 0,- oa e , 05 <J0 1) // (Lean CLAY (CL), continued.) 4 16 20.3109.143:29 ( / - Hard; light brown to gray; PP=2.75 tsf. 6 10 8 13 6 8 R-7 1'; -Black dots. H R-8 6 31 11 -Light brown; few fine SAND; PP=3.75 tsf. 20 40 -10 R-9 2 13 5 6 ' _/L ...IÂ·. 41ITY)*Nbrgarlag:gray,maa To -wet -moatlg - -4.- Â·Â·Â·3 fine SAND; few fines: low plasticity. 773>-STIfY-BANDTgar,Fdum Uense,Erown,-wel,-mdsly-- .Â·Â·f Â·.Â·7 fine SAND; little fines; low to nonplastic. -45 -5 - 3 17 19.1110.1 7 f{ 10 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 -73-LAR CLAY-(CIJ-liiril-EirBWii:-gray,mgilt; mosily fines; trace fine SAND: medium plasticity; PP=2.5 tsf.lil THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-8 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-7 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 7/27/2015 7/27/2015 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger M. Zhao J. Bueno HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 50 Y 22.0 / 28.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL 1 INM Z CO UJ R-11 4 21 9 12 55 --5 60 --10 65 --15 70 --20 DEPTH (feet)ELEVATION SAMPLE TYPE ON 3-ldVWS 1VH13N3d .N. 13/M018/ SMO18) Â£ w -8 : 2 5- 6 Ej mie 2@ Â¥e,W Z :2. Ei ED; 212 @A 0 DESCRIPTION AND CLASSIFICATION 9 8 5 9- Ft O, %5 g-' 0REC GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 Clean CLAY (CL), continued.) Total Depth: 51.5 Feet. Groundwater: 40 Feet. Boring backfilled with cement/bentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-8 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA-1248 BORING LOGS.GPJ GDC2013.GDT 6/2/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-8 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 1 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gor'ned H. Lle G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERI) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 57 -P 25.7/31.3 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT 1 INM â‚¬ W f 521 eDo O w o & 2 59 2.a z co _i Â» kg DESCRIPTION AND CLASSIFICATION K C ;- 08 U.1 2 #W %W -1 2 0 --1 APHALT (3.51 79-9 ;GREGATE BASE (7")177 QL / Lean CLAY (CL); dark gray; moist: mostly fines; trace / fine SAND; trace fine GRAVEL; medium plasticity.i I //< Very stiff; PP=4.0 tsf. 3 9 3 6 '1 -L@aRCLAY-WiDÂ·,-SANDIC[)T-hirEE 626Wn-WRfi-6-TDe / staining; moist; mostly fines; few fine SAND; medium plasticity; PP=4.5 tsf. H /// R-3 5 13 6 22.2 87 48:26 ' 7 50 S-4 1 42 2 10 H R-5 3 15 25.8 99 6 9 -43 15 P 2 1 40 20 1 R-7 2 7 3 4 -35 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 , 1/--SANDY Ean CLAY-(CLI *fifE 6?Swai RidisE,Roitti- --- fines; some fine to medium SAND; trace fine GRAVE '/ / medium plasticity; moderately micaceous; PP=2.0 t'7L -7 /-Rit C,IM-(CAJ,-Wy-stiff;-Elaik-griyE-mbia:-Esifylri@â‚¬, Nil #few fine SAND; high plasticity; PP=2.0 tsf. Stiff, yellowish brown; trace fine SAND; PP=1.25 tsf. /--Fit CLIAY-W[tfi-SANG-tCHE Eiiffi @116*1Fi Er6Gviit molsENN IJl ik-mostly fines; little fine SAND; high plasticity; PP=1.25 l'LIIIK THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-9 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-8 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lle G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 57 -2 25.7/ 31.3 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT 1 INM Z <D S-8 1 73 DEPTH (feet)ELEVATION (feet)SAMPLE TYPE ON 3-IdNVS .IV813Nad .N. 13/M018 00 0a W J k w zOE1- e o ki ES 82,* ti 58 DESCRIPTION AND CLASSIFICATIONa. c O 2- 08 LUN HU' 2111 2-1 0 -1 Fat CLAY (CH); very stiff; yellowish brown; moist; mostly 24.6 102 nes; trace fine SAND; high plasticity; PP=4.0 tsf. 4 30 30 H R-9 4 22 8 25.8 100 4 -h 7-7-L@an-CLAY-wlfh-5*ND-recf-virATitâ‚¬*Ilowistib76*inT- / mois;t mostly fines; little fine to medium SAND; medium plasticity; PP=2.0 tsf.C 14 25 35 20 S-10-2 8 14 S-10-1 6 8 R-11 3 10 4 6 S-12 5 39 14 25 40 H 15 45 10 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 Stiff; PP=1.0 tsf.7 7.731[Â·rv-BANDISNI Friihailim-868Â§6:-BrivW:ivit;-TnEsify- - Â·.Â·3 fine SAND; little fines; low plasticity. f. 7.3 --Poolfy-rided-sIÂ®76*3Em-e3Fm-dinanigÂ®t-brEWAr - moist; mostly fine to medium SAND; trace fines; nonplastic. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-9 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GDT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-8 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lâ‚¬e G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 57 2 25.7/ 31.3 OURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT 1 INM m IVS 2 5 2 W & EE CYU) 98 Â¥,n % Â§ SE 0% E# ZE BE &9 DESCRIPTION AND CLASSIFICATION 8 , 9 2 thoZa 5 U1 R-13 2 12 4 8 S-14 5 8 4 4 lilli (Poorly-graded SAND (SP), continued.) No recovery. 5 55 0 -t-[*Â¥EY-ST[-nCUM[)T-virfsâ„¢Fyillowliti-biawniviTh- gray staining; moist; mostly fines; trace fine SAND; low plasticity; PP=2.0 tsf. 60 R-15-2 12 30/11 R-15-1 30 50/5 -5 65 -10 70 -15 21.5 109 -Lan-CLAY-Wifh-SANDICIrsillfFy@116-wislibioinT- --- mostly fines; little fine SAND; medium plasticity; PP=1.0 SPIAFa3-63- SANG-(5PE Ve*irensi; yelrow&3 -Er@wpr- ist; mostly fine SAND; trace fines; nonplastic. / Total Depth: 61.5 Feet. 13.1 120 C 1 ......... 2 ...74 .T. GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 Boring backfilled with cement/bentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-9 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-9 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 1 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lle G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 56 -P 17,0 / 39.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT I INM Z Ul 00 A Z to 55 55< 3 12 5 7 ELEVATION SAMPLE TYPE SAMPLE NO.Vhl13N3d VlSIS3bl (NI / SM018).N. 13/MO-18 5 10 15 (leal) Hld3O > g - u,3 9.0 z.0 EN00 0ZZ 2 w - M. is m:Z & 3* 30 DESCRIPTION AND CLASSIFICATION> R =- 08 uic ,-u, -LU 2-1 8 22 2 > Ca o Za N UJ g <J AGGREGATE BASE (5")F fil Lean CLAY (CL); dark gray; moist; mostly fines; few fine Very stiff; PP=3.5 tsf.22 7 104 38Â·19 CR SAND; high plasticity; moderately micaceous. S-3 1 450 2 102 -- 2 ,/p/ ,7-Lean CLAYÂ¥Th-5*NOTC[f-smâ‚¬-olive-6FolriT,Roliti- - -1 , / mostly fines; little fine SAND; medium plasticity; PP=2.0 7//,tsf. 2 H R-4 2 10 4 6 18.7 106 ' Yellowish brown with gray staining; moderately * micaceous; PP=2.5 tsf. S-5 P 245 1 ' 1 _I - --7 -Fat CLIAÂ¥-(C#:11,-midiO,R-sfiffEangisti-b76wn,-riibigt, 4 # 6 mostly fines; few fine SAND; high plasticity; moderately micaceous; PP=1.0 tsf. 1 40 R-6 2 11 4 18.8 111 C L) , Orangish brown with blue staining; oxide staining; ' PP=1.25 tsf. DS to 6 3 (0 Â»E GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 7 20 35 2 5 2 3 Stiff: PP=2.25 tsf. <I THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-10 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-9 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lle G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 56 -2 17.0 / 39.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT 1 INM Zt-LI Z 0 LU _, 30 R.8 3 23 8 15 DEPTH (feet)ELEVATION SAMPLE TYPE ON 3-IdAVS .N. 13/M0181VhI13N3d w ES cru, 88 9cnd Ull- Jr IeW 8 & 2 i â‚¬ N.- I UI _, S- O DESCRIPTION AND CLASSIFICATION1 ' -- 08 wN ,- lu = u.1 cr-JU) 8 + M & EN O 02 0 --1 \ ) f // (Fat CLAY (CH), continued.) 20.8 104 PP2.75 tsf. 30 S-9-2 4 1325 U S.9-1 6 7 Yellowish brown; trace fine GRAVEL; PP=1.5 tsf. //7-75TITY-BANDIBarrimailiRI-366Â§@;-6rE,G,-wit:-inisify- - fine SAND; few fines; nonplastic. V s.10 3 920 3 71@an-CL*Yle[.rfari,ligift-6rdwiER,Eisfi moit[F linas:- , trace fine SAND: slightly cemented; medium plasticity; PP=4.5 tsf. 6 40 33 LVR-11-1 11 22 Stiff: PP=2.0 tsf. 19.8 114 'JI 18.6 110 ....7.3 3-Poopy-graded-5*Ati-DvTih-31[T-(SPUSNI ji-dirmâ‚¬browriT - --7 moist; mostly fine tomedium SAND; fewfines; nonplastic. 45 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 , 3 --7- ' .Â· .-: No recovery. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-10 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GOC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-9 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 3 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomed H. Lâ‚¬e G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 56 2 17.0 / 39.0 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT 1 INM izz<O U.1 J 5 S-12 9 21 12 9 SAMPLE TYPEELEVATION(feet)SAMPLE NO.Vbl13N3d .N. 13/MO18 55 60 65 0001) Hid30 Â£ 1,1 2'8 >- 2 m E Es '098 gZ 2 0 1- 2 c m d ul H JI I (5Ul 8 50 WO ) m IM .g GO DESCRIPTION AND CLASSIFICATION1 2 8 /- 08 Wr 1-WFLU 5-1' B 2 > tJO,85 3W = Z <=i S-13 3 70 3 4 S-14 2 6 3 3 -5 A r - - a Z 0 8- - 8 -, -70 L _ - 3 - 0 - - ' GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 11 11 -10 -15 A 3 z'L<Z-1-ean CLAY with SAND (CL); very stilf; dark brown with _ Â¢1 :. Â·Â·-- Â·.7Â· d@rk gray staining; moist; mostly fines; little fine SAND:/| 3 Â·-0 4-7 PR= 2.75 tsf.Â¢'1 .Â·. Â·?.-- Â·:. SllITY-SANtilsME meaium-dinTe-i-gve brown-willi- 3 Â·...<.....: gray staining; moist; mostly fines; some fine SAND; Fl 2-7 Â·u nonplastic; PP=1.5 tsf. U EaRCLAYWCLKEfEvi 59;wnwlfi-g74sTaiÂ®3 - - 5 1 // moist- mostly fines; trace fine SAND: medium plasticity; PP=1.5 tsf. Total Depth: 61.5 Feet. Boring backfilled with cement/bentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-10 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A BAO START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 1 of 3 . DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lle G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 55 2 20.0/ 35.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT 1 INM S W 22 & 8 5- r ; 2 & 2 O Â¥ 5 2 5 Er (Doe m UJ--J CE: Co Zgig ES Wt; 5* 50 DESCRIPTION AND CLASSIFICATION 08 WK: 1-ul pLU 2-1 ASPHALT (6.53 7 AGGREGATE BASE (7') h 7.3/...t FiT- ,/71$ CLAYEY SAND (SC); dark gray; moist: mostly fine) ..7 -/ Â· SAND; some fines; trace fine GRAVEL; medium 425/ plasticity 135 98 - - CR I S-2 3 12 --- --44:21 -El JÂ·f ,/' // rat GLAT (un); very stin, oarK gray witn mouieu wi5 $ 1 /, moist; mostly fines; few fine SAND; high plasticity; 7 U///PP=3.0 tsf. 5 -50 H R-3 5 16 17.1 108 6 10 7 J ft -- --/7 3-lean CLAYMLE-v@ry silffi-611,;6 6%-wiii ifidisE,-bitti fines; few fine SAND; medium plasticity; PP=3.0 tsf. S-4-2 4 5 S-4-1 3 10 -45 R-5 2 7 3 22.4 101 -Noify-@iaded-SARb-wfh-5[[T-(SPESNI)366Â§6,- -Wllowish brown; moist: mostly fine SAND; few fines; , nonplastic. - , Leaf CIIAÂ¥XCIJ; Ve-*Ftiff; 3'iVe-Browyl:--inasimdityl/ 1, fines; few fine SAND; medium plasticity; PP=3.0 tsf. -------"f 7 /-Fit CCAV-(Cfll:-Wistiff:ilive-brown wifF, gray staining; moist; mostly fines: trace fine SAND; high plasticily: M//PP=3.5 tsf. 4 15 -40 S-6 4 42 M M . PP=2.0 tsf. 2 20 -35 R-7 2 8 3 5 fli 11 il i lI' M 4//U PP=3.0 tsf. 20.9 103 g GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 V# b THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-11 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT GPJ GDC2013.GDT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME Broadstone Heritage PROJECT NUMBER LA-1248A START FINISH 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 2 of 3 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomezj H. Lele G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 61.5 55 -F 20.0 / 35.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL, SPT 1 INM 5=2 k E C W & 22. (DO 0531 i ' E ' p U) Uld Ele Zo #08 DESCRIPTION AND CLASSIFICATION@%8 8 E 3 2 6- 9- 12 e 6|2 *!4 2 U 0 2 10 4 6 1n SAIV y (Fat CLAY (CH), continued). f Orangish brown; Pp=3.0 tsf. R-9-2 3 62 R-9-1 17 \Aff PP=1.0 tsf. 18.2 114 C il 20.3 114 Pr ..Â·. 7-ST[TÂ¥-BANDISWniridi,iiâ‚¬I@Kr6702â‚¬m-=3â‚¬- - 9Â·f 'Â·Â·>. mostly fine to medium SAND; little fines; nonplastic.45 14 9n R-10 7 19 18.1 112H9 10 40 -15 R-11 17 59 31 28 r 1 1 0 7 20.0 110 Tlioify@rid@d-SAND-ISPE-vig-d@Ks@Tligli[*11BwisT- - - 7 brown; moist; mostly fine to medium SAND; trace fines; nonplastic. 45 -10 S-12 2 52 3 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 A 7,7-Lian-CLKY-MLE-siifffolangislib762-9vTih-griyE / staining; moist, mostly fines; few fine SAND; medium plasticity; PP=1.0 tsf. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-11 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME Broadstone Heritage PROJECT NUMBER LA-1248A START FINISH 2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 3 of 3 . DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lle G. Lam HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 61.5 55 -i 20.0/35.0 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL, SPT 1 INM - 6Wz &2 7 : 6 6522: g - & 2 1- zc. 2te* 2 X W 2 %Â£ !4 & Em 25 (DO o DESCRIPTION AND CLASSIFICATION ELLI 2J 0= 0U.1 9 05 0- NR 2 11 5 6 SAMF SAMI PENE (BLO 003hl 1 AbIO 3 10 5 5 An S-14 1 52 3 65 --10 70 --15 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 / Clean CLAY (CU, continued.)/ No recovery. Illl Yellowish brown with gray staining; PP=1.5 tsf. N 000 13 1 --ST[T--*ICI; itifr; ai96-BrEva Wiffi grap Itainmdi-r-oist, mostly fines; few fine SAND; low plasticity; PP=1.5 tsf. Total Depth: 61.5 Feet. Boring backfilled with cemenubentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE < SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-11 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME Broadstone Heritage PROJECT NUMBER LA-1248A START FINISH 2001 Dyer Road, Santa Ana, CA 5M/2016 5/4/2016 1 of 5 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G. Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 101.5 51 V 21.3 / 29.8 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL 1 INM 50 DEPTH (feet)NOI1VA313 (leeJ)3dkL 31dWVS ON 3-IdEVS ykg E g E- & ES (52 Eg Â¥ DESCRIPTION AND CLASSIFICATION 0 8 (re > CE 0- O= eW g Z q I ) 478*'6 CONCRETE SLAB (5") <1 ft,St AGGREGATE BASE (87 f | .: f.23 SILTY SAND (SM); light brown; dry; mostly fine SAND; k? .1 0-: --Â· some fines; nonplastic 8 24 12 -trKÂ¥EYB*NOTS-CE-ramum-368Â§@:-BrEWB:-hast 15.4 112 mostly fine SAND; some fines; low plasticity. 12 1A 40 R.3 5 26 11 15 1f 18.4 110 35 R-4 3 14 6 8 22.5 102 20 3 13 6 7 TZEaRCLAY7(lEm-emlti,dKN-br8nrnmiE , mostly fines; trace fine SAND; medium plasticity; PP=1.5 tsf. Wet; PP=0.5 tsf. 22.6 105 33:17 C (17Â»z GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-12 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 L A1248A GINT GPJ GDC2013.GDT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-11 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 5/4/2016 5M/2016 2 of 5 | DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G. Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 101.5 51 2 21.3/ 29.8 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL 1 INM UJ 00 5 15 7 DEPTH (feet)ELEVATION ON 31dW N U.Vbl13Nad (NI 9 / SM018).N. 1.8/M0183 NV-LSISBU â‚¬ w Ea- 00 DESCRIPTION AND CLASSIFICATION Ul te E <3 CLAYEY SAND (SC); stiff; brown; moist; mostly fine SAND; little fines; low plasticity; PP=2.5 tsf. 8 30 20 R-7 8 26 12 H420.5 106 16.5 116 14 35 - 5 19 9 0 f--Fit CCM-(CAJ,-WR-stiff;-aa-Briva:inast maily - 4 fines; trace fine SAND; high plasticity; PP=4.0 tsf. 16.3 115 U I jn y- --tII*Â¥EY-5*NOTSCDREiliRÂ·-3s@;lidFit-Brown:-wit,- mostly fine to medium SAND; little fines; few fine GRAVEL; low plasticity. 10 40 4 28 12 1R 16.5 111 -Pooify-@Eaded--5*lib-ISPF,-e316Fn-dinie;-TIOMbrEwiÂ·, wet; mostly medium SAND: trace fines; nonplastic. 4 465 16 30 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 ).:2 5 No Recovery, THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-12 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GDT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME Broadstone Heritage PROJECT NUMBER LA-1248A START FINISH 2001 Dyer Road, Santa Ana, CA 5/4/2016 5/4/2016 3 of 5 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G. Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 101.5 51 Y 21.3/ 29.8 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL 1- INM 1- Z (D R-11 8 240 12 12 DEPTH (feet)ELEVATION (feet)3dkL 3-ldWVS ON 3-IdNVS VB13N3d .N. 13/M018 S W 2 & 8 5- - 111 0 1-32> 0 9-0 Â§22 .- G {2& ea o Wc :2 me 59 fe gi me EO MG &9 DESCRIPTION AND CLASSIFICATION Â» CE O- a= g Z <3 24.2 100 1/ , Lean CLAY (CL); stiff; brown; wet; mostly fines; trace , fine SAND; high plasticity; PP=3.0 tsf. 55 6 26 25.9 97 11 15 60 10 R-13 6 69 22 47 65 1 PP=2.5 tsf. 19.5 107 Â·-Pooffy@Fided-5-Alit)-ISPI-Qâ‚¬d@Ksâ‚¬ dai[ 625*Fii wdi, .-* .1 Â·-Â·.4 mostly fine SAND; trace fines; nonplastic. 12 6615 R-14 30 36 20.5 109 u.u--1--STITY-BANDTBAIX-vEQ-denTe,faffglaF,-weiaaÂ®- -- fine SAND; little fines; nonplastic. -70 - 20 R-15 7 24 28.1 95 10 14 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 A 77168*-CLKY-(CLE-sfifft-di,Fglavish Er66Â¥i; -wei -if,6Â§{& fines; trace fine SAND; high plasticity. 1 1 1 1 /, THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-12 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA1248A GINT.GPJ GOC2013.GDT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-11 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 5/4/2016 5/4/2016 4 of 5 . DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G. Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 101.5 51 Y 21.3 / 29.8 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL 1 INM 65% k 2 Ul35Egizigra GEE 8 & 8 g E- 98 u.1 -! m2 I 0 SM! 00 0 E O Err 325 25 0= 0 DESCRIPTION AND CLASSIFICATION -25 Rn DEP 313 Ims 1 1 0 R-16 6 25 33.7 91 10 15 R-17 10 32 27.4 96 15 17 / , (Lean CLAY (CL), continued.)/6 Very stiff; medium plasticity; PP=4.0 tsf. 85 -35 ci/// Stiff; grayish brown with orange staining; high plasticity; R-18 8 27 19.5 108 11 -53-/,PP=2.0 tsf. 11 16 90 8 30 13 PP=3.0 tsf. 24.5 101 17 95 8 33 19.2 111 14 19 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 /-=73*1107 lEan CL*r-(CLI sliff 676*,ii, WeE moitfi fings,- little fine SAND; medium plasticity; PP=2.0 tsf. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE < SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-12 d PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-11 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 5/4/2016 5/4/2016 5 of 5 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G. Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 101.5 51 2 21.3 / 29.8 OURING DRILLING DRIVE SAMPLER TYPECS) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL 1 INM 50 R-21 15 64 30 34 105 -55 110 -60 115 -65 120 -70 DEPTH (feet)ELEVATION SAMPLE TYPE ON 3-IdNVS '2'lvisV813N3d(NI 9 / SM2 .N. 13/MO18 32F i & b L E E j 4 DESCRIPTION AND CLASSIFICATIONA 6 0 6- 08 luE *12 <W 5-116 " 5 & 6% r 0, 0 0 -J U /// 24.7 120 #200 C I SANDY lean CLAY with GRAVEL (CL); stiff; tannish brown: wet; mostly fines; little fine SAND; little fine GRAVEL; low plasticity. I<% SAND; 73% fines; 15% GRAVEL r GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 A Total Depth: 101.5 Feet. Boring backfilled with cement/bentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-12 e PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. . GDC LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-12 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA DRILLING COMPANY DRILL RIG DRILLING METHOD 5/3/2016 5/3/2016 LOGGED BY 1 of 4 CHECKED BY 2R Drilling CME 75 |Hollow Stem Auger A. Wells -G.Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 91.5 51 7 20.2 / 30.8 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL 1 INM 50 5 - DQ DEPTH (feet)ELEVATION (feet)3dU 31dWVS ON 3-ldWVS Ul ES & g L Â£ E 2 4 6 O co & 0 gr ec 0 1 12 59 re, m e * m d m 3 9 DESCRIPTION AND CLASSIFICATION Â¤ E 01- 8 11 0 4 J 5 12 19.9 7 5 10 4 16 21.7 6 10 15 35 R-4 4 17 22.9 8 9 20 4 15 22.9 7 8 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 83226 CONCRETE SLAB (51 Â«ja>-AGGREGATE BASE (10') .ELL .Â· Â·,1 Â· --3 Poorly-graded SAND (SP); light brown; dry; mostly fine '. Â·.'-'.-:. SAND; trace fines; nonplasitc. ean CLAYWI[h-SANDIC[); smâ‚¬-darfbrown; moit; fines; few fine SAND; medium piCt-60; pp=;.5/ 51 |'0 3-Lan-CLAYICLKsilffi-dirf676#1661*EnibiBFfiWei; - -// trace fine SAND; medium plasticity; PP=2.5 tsf. -Fit Cl:Ay((Al;-stiff;-882-6rowB:Tnasii mastlg lines, trace fine SAND; high plasticity; PP=2.0 tsf. < et; PP=2.5 tsf. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING. FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-13 a PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 L A1248A GINT.GPJ GDC2013.GDT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME Broadstone Heritage PROJECT NUMBER LA-1248A START FINISH 2001 Dyer Road, Santa Ana, CA 5/3/2016 5/3/2016 2 of 4 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G.Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 Ibs., Drop: 30 in. (Automatic) 8" 91.5 51 -7- 20.2/ 30.8 DURING DRILUNG DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL 1 INM 30 35 40 (leeÂ» Hlclaa 22 ILI @&Go8 > 2 W :Ul -1 2 0 Z 0 Q 2 8- pa 1!! 2 6 11' R:6 0 DESCRIPTION AND CLASSIFICATION UJ 0 25 R-6 3 11 24.6 5 6 h SAN 20 R-7 6 19 22.7 8 11 15 R-8 8 30 18.5 12 18 10 H R-9 9 35 20.1 15 20 7-10 17 50/6 22.1 50/6 45 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 y (Fat CLAY (CH), continued.) 4 , Tannish olive brown; PP=2.0 tsf. 1111 11 > p lian CLAY-vGRIi-GRAVEC-(CLF Â§0(E figfir bioiviE - / / wet; mostly fines; some fine SAND; few fine GRAVEL; medium plasticity; PP=2.0 tsf. N IJ{ 11 tif- 0 'll ST[TY,C[*PEY-5*-ti[D-ICE*1[):-vay-stin:-BliVe-biBGM- - wet; mostly fines: trace fine SAND; low plasticity; PP=4.0 tsf. -5*ADY Iia-ii CLA'ACLI liff ligfii r@daiiP,-58viM,-wei- - mostly fines; some fine SAND; medium plasticity: PP=1.5 tsf. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-13 b PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC LOG BORING 2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME Broadstone Heritage PROJECT NUMBER LA-1248A START FINISH 2001 Dyer Road, Santa Ana, CA 5/3/2016 5/3/2016 3 of 4 1 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G.Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 91.5 51 -E 20.2 /30.8 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG MOD. CAL 1 INM r , i E E - 91 n tae 2% 00 0 Ei- 02 BE mE *8 08 w#Z }-w -LU 2-JTE 0# ba e % <3 DESCRIPTION AND CLASSIFICATION 08 0 & 0 R-11 9 77/11 19.6 27 DEPT ELEV SAMPI SAMF PENE-1003bl ;low 50/5 55 -5 R-12 11 50/6 24.1 50/6 60 10 R-13 8 13 51.2 7 I'll'11 ##/#/ 6 65 2 8 31.415 R-14 4 4 70 20 R-15 5 18 29.2 8 1U GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 \3 214/ (SANDY lean CLAY (CL), continued.)C I ..Â·. Â·.Â·.....'PooRy@rided--5-Alibld/jibi@6-defise,- giaisb Erown, |,> 9/.:Â·Â·3 wet; mostly fine SAND; trace fines; nonplastic. 3 ...9.3.*-BlIN-BANDISA3Z-viQ-niegay; WEmaÂ®ymne- ...Â·2 ---7 SAND: some fines; nonplastic. -7=7*-Firtcl:Anc,;-m@*m-guirdifidiâ‚¬;Wa:7iaÂ®-- ] 4,3, fines; trace fine SAND; high plasticity; PP=0.5 tsf. PP=0.5 tsf. -1@an-CL*YldLE-silfrdarF bro-wfiT ger midst'innea trace fine SAND; medium plasticity: PP=2.5 tsf. N 4 1, THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-13 c PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16 BORING RECORD SITE LOCATION PROJECT NAME PROJECT NUMBER HOLEID Broadstone Heritage LA-1248A B-12 START FINISH SHEET NO. 2001 Dyer Road, Santa Ana, CA 5/3/2016 5/3/2016 4 of 4 DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY 2R Drilling CME 75 Hollow Stem Auger A. Wells G.Lam & E. Tsai HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERI) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 91.5 51 Y 20.2 / 30.8 DURING DRILLING DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILLING MOD. CAL 1 INM 80 85 (le@J) Hld30 W Z W Q .a. 0 002= Z E wtr i*2 E im >stra91 d EGE R t > -W- - a 5 2 22 69 tlt=\SAMPI JAVS 3N3d 00 0 %4 512 39 90 DESCRIPTION AND CLASSIFICATION 09 9 25 6 21 27.7 9 12 RECO low ]Abla 5 25 25.6 10 15 6 24 22.0 19 15 90 7 39 24.5 12 17 95 -45 GROUP GROUP DELTA CONSULTANTS 370 Amapola Ave., Suite 212 DELTA Torrance, CA 90501 I// Clean CLAY (CL), continued.) ; Olive brown; high plasticity; PP=2.0 tsf. / / Olive brown with orange staining; PP=2.0 tsf. i ii TV--- Olive brown; PP=2.0 tsf. Total Depth: 91.5 Feet. Boring backfilled with cemenUbentonite slurry and topped with cold patch. THIS SUMMARY APPLIES ONLY AT THE LOCATION OF THIS BORING AND AT THE TIME OF DRILLING.FIGURE SUBSURFACE CONDITIONS MAY DIFFER AT OTHER LOCATIONS AND MAY CHANGE AT THIS LOCATION WITH THE PASSAGE OF TIME. THE DATA A-13 d PRESENTED IS A SIMPLIFICATION OF THE ACTUAL CONDITIONS ENCOUNTERED. GDC_LOG_BORING_2013 LA1248A GINT.GPJ GOC2013.GOT 6/1/16 SUMMARY OF ONE ENETRATION EST DATA Project: 2001 E. Dyer Road Santa Ana, CA July 21-22 & 29, 2015 Prepared for: Mr. Jaime Bueno Group Delta Consultants, Inc. 370 Amapola Avenue, Ste 212 Torrance, CA 90501-7243 Office (310) 320-5100 / Fax (310) 320-2118 Prepared by KEHOE TESTING & ENGINEERING 5415 Industrial Drive Huntington Beach, CA 92649-1518 Office (714) 901-7270 / Fax (714) 901-7289 www.kehoetesting.com TABLE OF CONTENTS 1. INTRODUCTION 2. SUMMARY OF FIELD WORK 3. FIELD EQUIPMENT & PROCEDURES 4. CONE PENETRATION TEST DATA & INTERPRETATION APPENDIX â€¢ CPT Plots â€¢ CPT Classification/Soil Behavior Chart â€¢ Interpretation Output (CPeT-IT) â€¢ Summary of Shear Wave Velocities â€¢ CPeT-IT Calculation Formulas SUMMARY OF ONE ENETRATION EST DATA 1. INTRODUCTION This report presents the results of a Cone Penetration Test (CPT) program carried out for the project located at 2001 E. Dyer Road in Santa Ana, California. The work was performed by Kehoe Testing & Engineering (KTE) on July 21-22 & 29, 2015. The scope of work was performed as directed by Group Delta Consultants, Inc. personnel. 2. SUMMARY OF FIELD WORK The fieldwork consisted of performing CPT soundings at 16 locations to determine the soil lithology. Groundwater measurements and hole collapse depths provided in TABLE 2.1 are for information only. The readings indicate the apparent depth to which the hole is open and the apparent water level (if encountered) in the CPT probe hole at the time of measurement upon completion of the CPT. KTE does not warranty the accuracy of the measurements and the reported water levels may not represent the true or stabilized groundwater levels. DEPTH OF LOCATION CPT (ft)COMMENTS/NOTES: C-1 54 Hole open to 23.0 ft (dry) C-2 45 Refusal, hole open to 20.0 ft (dry) C-3 54 Hole open to 22.0 ft (dry) Cdt 54 Hole open to 22.5 ft (dry) C-5 50 Hole open to 8.0 ft (dry) C-6 70 Groundwater @ 14.5 ft C-7 50 Groundwater @ 8.5 ft C-8 50 Groundwater @ 19.0 ft C-9 50 Groundwater @ 15.5 ft C-10 50 Groundwater @ 27.5 ft C-11 125 Hole open to 12.0 ft (dry) C-12 3 Refusal, hole caved @ 3.0 ft (dry) C-12A 120 Groundwater @ 17.0 ft DEPTH OF LOCATION C-13 C-13A C-14 CPT(ft)COMMENTS/NOTES: 3 Refusal, hole caved @ 3.0 ft (dry) 65 Groundwater @ 16.0 ft 65 Groundwater @ 14.5 ft TABLE 2.1 - Summary of CPT Soundings 3. FIELD EQUIPMENT & PROCEDURES The CPT soundings were carried out by KTE using an integrated electronic cone system manufactured by Vertek. The CPT soundings were performed in accordance with ASTM standards (D5778). The cone penetrometers were pushed using a 30-ton CPT rig & a direct push rig anchored with 3/4-inch concrete anchors. This rig has a pushing capacity of approximately 15 tons. The cones used during the program were a10 cmA2 &15 cmA2 cone and recorded the following parameters at approximately 2.5 cm depth intervals: â€¢ Cone Resistance (qc) â€¢Inclination â€¢ Sleeve Friction (fs) â€¢Penetration Speed â€¢ Dynamic Pore Pressure (u) At locations C-11 & C-12A, shear wave measurements were obtained at various depths. The shear wave is generated using an air-actuated hammer, which is located inside the front jack of the CPT rig. The cone has a triaxial geophone, which recorded the shear wave signal generated by the air hammer. The above parameters were recorded and viewed in real time using a laptop computer. Data is stored at the KTE office for future analysis and reference. A complete set of baseline readings was taken prior to each sounding to determine temperature shifts and any zero load offsets. Monitoring base line readings ensures that the cone electronics are operating properly. 4. CONE PENETRATION TEST DATA & INTERPRETATION The Cone Penetration Test data is presented in graphical form in the attached Appendix. These plots were generated using the CPeT-IT program. Penetration depths are referenced to ground surface. The soil classification on the CPT plots is derived from the attached CPT Classification Chart (Robertson) and presents major soil lithologic changes. The stratigraphic interpretation is based on relationships between cone resistance (qc), sleeve friction (fs), and penetration pore pressure (u). The friction ratio (Rf), which is sleeve friction divided by cone resistance, is a calculated parameter that is used along with cone resistance to infer soil behavior type. Generally, cohesive soils (clays) have high friction ratios, low cone resistance and generate excess pore water pressures. Cohesionless soils (sands) have lower friction ratios, high cone bearing and generate little (or negative) excess pore water pressures. Tables of basic CPT output from the interpretation program CPeT-IT are provided for CPT data averaged over one foot intervals in the Appendix. Spreadsheet files of the averaged basic CPT output and averaged estimated geotechnical parameters are also included for use in further geotechnical analysis. We recommend a geotechnical engineer review the assumed input parameters and the calculated output from the CPeT-IT program. A summary of the equations used for the tabulated parameters is provided in the Appendix. It should be noted that it is not always possible to clearly identify a soil type based on qc, fs and u. In these situations, experience, judgement and an assessment of the pore pressure data should be used to infer the soil behavior type. If you have any questions regarding this information, please do not hesitate to call our office at (714) 901-7270. Sincerely, KEHOE TESTING & ENGINEERING /7 1 1 - J l 7- -k/-'LA,quLat..+, Richard W. Koester, Jr. General Manager 08/04/15-kk-6134 APPENDIX Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-1 Total depth: 54.13 ft, Date: 7/29/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio 0 0 2-2 4-4 6-6 8-8 10-10 12-12 14-14 16-16 18-18 0 0 2 4 6 8 10 12 14-14 16-16 18 18 0 2- 4- 6- 8- 10- 12- 14- 16- 18- 20- 22- 24- 26- E28- O 30- 32- 34- Soil Behaviour Type Clay & sitty clay r Clay & silty clay Clay Clay & silty clay Clay Clay & silty clay Clay 20 22 24 26 Â·a 28 O 30 32 34 36 38 L 20- 22- 24- 26- t28- O 30- 32- 34- 20 22 24 26 - .C E.28 (11 0 30 32 34 36 20- 22- 24- 26- f-3 O 30 32 34 40- 42- 44- 46- 48- 50- 52- 54- 40 42 44 46 40-40- 42-42- 44-44- 46-46- 48-48- 50-50- 52-52- 54-54- 1 '0 0 20 40 60 80 36 38- 40- 42 44- 46- 48- 50 52111///// 54- 0 2 4 6 36-36- 38-38- Clay & silty clay Clay Clay Clay Clay Clay Clay & silty clay Clay Clay & sitty clay Silty sand & sandy silt Silty sand & sandy silt Clay & silty clay Clay & silty clay Clay Clay & silty clay 38 Sand & silty sand Sllty sand & sandy silt Sand & silty sand Sand 40- 50- 52- 54- 0 2 4 6 8 Rf (%) Sand Sand & silty sand Sand & silty sand Sand Sand & sllty sand Clay & silty clay Clay Clay & silty clay Clay & silty clay Clay & silty clay 1 1 lilli 0 100 200 300 400 500 02468 -2 810 12 14 16 18 Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPel--IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/31/2015, 4:20:35 PM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots ltd.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project:Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-2 Total depth: 44.93 ft, Date: 7/29/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type Clay Clay & silty clay 0 2- 4- 6- 8-t 10-{ 16- 18- 20-1 128-f 0 30-< 0 0 2-2- 4-4- 6-6- 8-8- 10-10- 12-12- 14-14- 16-16- 18-18- 20-20- 22-22- 24-24- 26-26- 28-Â·28- O 30-0 30- 32-32- 34-34- 36-36- 38-38- 40-40- 42-42- 44-44- 46-46- 48-48- 50-50- 52-52- 54-54- 0 2 4 6 8 32- 34- 36- 38-38- 40- 42- 44- 46- 48- 50- 52- 54- I 0 0 20 40 60 80 0 2 4 6 8 10 12 14 16 18 20- 22 24 26 28- 30 32 34 36- 38-1 40- 42 44- 46- 48- 50- 52- 54- 0 2 4 6 Depth (ft) L- 4- 6- 8- 10- 12- 14- 16- 18- 20- 22- 24- Clay Clay & silty clay Clay & silty clay Slity sand & sandy silt Clay Clay & silty clay Clay Clay & silty clay Clay Â¢i Clay & silty clay 26-Clay Clay28- Clay 30- CaClay Clay & silty clay 32-Sitty sand & sandy silt 34-Slity sand & sandy silt Clay & silty clay 2 4 6 8 R f (Â°/0) Sand & stlty sand 40- 42- 44- 46- 48- 50- 52- 54- Sand Sand Sand 0 100 200 300 400 500 8 10 12 14 16 18 Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/31/2015, 4:21:29 PM O Pmject file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots ltd.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-3 Total depth: 54.18 ft, Date: 7/29/2015 Cone Type: Vertek Cone resistance qt 0 bl Sleeve friction Pore pressure u Friction ratio 2 26-1, 0 0 2-2- 4-4- 6-6- 8-8- 10-10- 12-12- 14-14- 16-16- 18-18- 20-20- 22-22- 24-24- 26-26- 28-128- O 30-030- 32-32- Soil Behaviour Type -J Sand & silty sand L- { 22- 24- 0 0 2-2 4-4 6- 8- 10- 12- 14- 6 8 10 12 14 16 18 Clay Clay & silty clay Clay Clay Clay & silty clay 16- 18- 20- 22- Clay Clay & silty clay Sand & silty sand 22-Clay 030-< 32- l, 34- 36- 38- 24-24- 26-26- 28- *28- O 30- 32- 34- O 30 32 34 36 Clay & silty clay Clay & silty clay Clay & silty clay Clay & silty clay Clay Clay & silty clay 34- 36-36-36- 38-38- 40-40- 42- 42- 44- 46-46- 48- r'48- 50- 50- 52- 54- /54- -20 0 20 40 60 80 ( 38- 40- 42- 44- 46- Clay34- Clay & silty clay Silty sand & sandy silt Silty sand & sandy silt Silty sand & sandy silt Clay & silty clay 40- 42- 44- 46- 42- 44- 46-;, 48 5 52 54 0246 Sand & silty sand 48-48- CI- 50-50- 52-52- 54-r 54- 2 4 6 8 Rf (%) Silty sand & sandy silt Sand Sand Silty sand & sandy silt Silty sand & sandy silt Clay & silty clay Clay Clay Very dense/stiff soil Clay 11I.1.lilli 0 100 200 300 400 500 02468 8 10 12 14 16 18 Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/31/2015,4.22:00 PM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots ltd.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-4 Total depth: 54.36 ft, Date: 7/29/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio 0 2- 4- 6- 8- Soil Behaviour Type Sand & silty sand 10 0 2- 4- 6- 8- 10- 12- 14- 16- 18- 0 0 2-2- 4-4- 6-6- 8-8- 10-10- 12-12- 14-14- 16-16- 18-18- 20-20- 22-22- 24-24- 26-26- .C 28-*a 28- 30-O 30- 32-32- 34-34- Depth (ft) 0 2 4 24 26 28Depth (ft) Clay Clay & silty clay Clay Clay & silty clay 16-/ 18- Clay 20-,20- 22-]22- Â¢f 24-26-di 24- 26- Clay & silty clay Clay & silty clay ClayEl Clay & silty claytClay Clay Clay Clay Clay & silty clay Clay & silty clay Clay & silty clay Clay Clay 43.. Clay Silty sand & sandy silt 28- 30-2 O 30- 32- 34-l 34- 36-36- 38- 11!38- 40- 5 40- 42- 42- A. 36-36- 38-j 38- 40-40- 42-42- 44-44- 46-46- 48- J 48- 50- 50- 52- 54- /54- -20 0 20 40 60 80 36 38 40 46-46- 48-48- 50-50- 52-52- 54-54- f 44- 46-7 48- 50- 52 54 0 2 4 91 2 4 6 8 Rf (%) Sand & silty sand Silty sand & sandy silt Sand & silty sand Silty sand & sandy silt Clay & silty clay 0 100 200 300 400 500 02468 ,8 10 12 14 16 18 Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/31/2015, 4:22: 59 PM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots ltd.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-5 Total depth: 50.46 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 0 0 0 0pre-punch Pre-Punch Pre-runch Pre-Punch Pre- FuncnL..----- - Sand & silty sana 5-5- 10- 10-10- 15 15-15- 20 20- <20-20- 25-25 25-25- 30- 30-30- 35-35- 40-40-40- 45-<45- <L 45-45- 5 10 15 20 ClaM .1-11; /- 40- 25 30 Clay & silty clay Cim & silty clay Clay Clay & silly clay Clay Clay & silty clay Sand & silty sand Sand Sand & silty sand 5U Sand Clay & silty clay Very dense/stiff soil 50-50- 2 2 .C E W W n 125 ,,i,,,i,,,125 :,i,",i,(,i,125 De th ft) 50 --=-- 55-55-55-55- _55- 60-v 60- -60- -60- -60- 65-0- 65-0- 65-9- 65-9- 65- 70-70-70-70-70- 75-75-75-75-75- 80-80-AO-80-80- 85-85-85-85-85- 90-90-go-90-90- 95-95-95-95-95- 100-100-100-100-100- 105-105-105-105-105- 110-110-110-110-110- 115-119-119-119-115- 120-170-130-170 120- 125 1,1,11!11 125 0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%) 1,1,1'I,1,1,I'1,1, 0 2 4 6 81012141618 SBT (Robertson, 2010) 0CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 7/23/2015, 3:11:45 PM Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-6 Total depth: 70.37 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 Pre-Punch 0 0 Pre-PunchPre-runcit Fre-Punch Pre-Punch Clay & silty clay Clay Clay & silty clay 5-5- 10- <10- 15- 20-20- 25- 30-30- 35- 10- 15- 20- 25- 30- 35- E 5- 10- 15- f 20- 25- 30- 35- 40- 45- 50- 55- 60- 0 5 10 15 20 25 30- Clay 55- 60-E-(U) 4 40-40- 45-45- 50-50- 40- 45- 50-1- 55- 260- 60- E a 65- 70- 75-75- 80-80- 85-85- 90-90- 95-95- 100-100- 105-105- 110-110- 115-115- 120-120- 125 125 Depth (ft) Â©4--1 a 65- 0 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 F 0- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 , , Clay & silty clay Clay Clay & silty clay Clay Clay Sand & sitty sand45-1 Sand & silty sand Clay & silty clay Sand & sitty sand Silty sand & sandy sit - - Clay & silty clay Clay Clay65 Clay Clay Clay 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%) 1.I.I.1.I.I.1. 0 2 4 6 8 1012141618 SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:34:49 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-7 Total depth: 50.10 ft, Date: 7/21/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type f-r- 10- 15- 20- 25- 30- 0 10-< 20-3 .n 0 0- 5-5- 10-10- 0 Clay 15-15- 20-20- 25-25- 30-30- 35-35- 40-40- 45-45- 50-50- 55-55- 60-60- 65-Cl 65- 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 00-100- 05-105- 10-110- 15-115- 20-120- 25 125 Clay & silty clay Ju- 35- 40- 45- 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 00-1 05-1 10-1 15-1 20-1 25,,i ii,i ,1,1 0 2 4 6 8 10 (U) 43dea 35- 40- 45- 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100-1 105-1 110-1 115-1 120-1 125 1 (U) 43dect Clay & silty clay Clay Clay & silty clay Clay & silty clay Clay & silty clay Clay & silty clay Sand & silty sand Sand & silty sand Sand Clay & silty clay --.-.. Very dense/stiff soil Silty sand & sandy sit 50-- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 0 100 200 300 400 500 -20 -10 0 10 20 30 40 02468 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%) 125 1,1,111,11 0 2 4 6 81012141618 SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:35:33 AM 0 Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-8 Total depth: 50.19 ft, Date: 7/21/2015 Cone Type: Vertek Cone resistance qt Sleeve friction 0 0 5- 10-,f 10- < 15-15- 20 25 25- 30-L 30- 35- 40-40- 45- Pore pressure u Friction ratio 0 5- 10- Soil Behaviour Type Clay & silty clay Clay Clay & silty clay 55- -55- 60-C 60- 65-5- 65- 70_ u 70- 75-75- 80-80- 85-85- 90-90- 95-95- 100-100- 105-105- 110-110- 115-115- 120-120- 125 125 0 100 200 300 400 500 Tip resistance (tsf) 0 0 5-5 10-10 15-15 20-20 25- 30 35- 40- 45- 55-55- 2 60-60- 65-0- 65- 0 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 00-100- 05-105- 10-110- 15-115- 20-120- 125 0 2 4 6 8 0 Rf (%) 15- 20- 25- 30- 35- 40- 45- 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 00-1 05-1 10-1 15-1 20-1 25 1 (U) 4ldea 246 Clay Clay & silty clay Clay Clay & silty clay Clay & silty clay Clay Clay & silty clay Sand & silty sand Sand & silty sand Sand & silty sand Sand & silty sand Clay & silty clay 50-50- ---1=--Sand & silty sand 1,1 lili ,11 1 11,1,1,1,11 0 2 4 6 8 10 -20 -10 0 10 20 30 40 8 10 12 14 16 18 Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:35: 55 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-9 Total depth: 50.14 ft, Date: 7/21/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 0 00 10- .....i....... HAND AUGER c .--_HAND AUGER .la, 1.:HAND AUGER 10- 15- 20 20- 25- 30-Â£-30- 35- 40-40- 45-45- 50-50- 55-55- 2 0 5 10 15 20 25 -. aâ€ž, HAND AUGER ..,., HAND AUGER 5 - ..'Clay Clay & silty clay 10- 125 I.11 I11.I1 125 0 100 200 300 400 500 Tip resistance (tsf) 15-15- 20-20- 25-25- 30-30- 35-35- 40-40- 45-45- 50-50- 55-55- 2 60-60- 65-0- 65- 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 00-100- 05-105- 10-110- 15-115- 20-120- 25 125 Clay Clay & silty clay Clay Clay Very dense/stiff soil Clay & silty clay 35-f,...fle,- Very dense/stiff soil 40-ZEZZEDâ€¢'-Silty sand & sandy sic Sand & silty sand 45 - alty sand & sandy sit Clay 50-Clay 55- 60- -60- -v 60- 65-9- 65-Cl 9- 65- 70- -70- - 70- 75-75-75- 80-80-80- 85-85-85- 90-90-90- 95-95-95- 100-100- 1 100- 105-105- 1 105- 110-110- 1 110- 115-115- 1 115- 120-120- 1 120- 1,111,1, 1 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 Friction (tsf)Pressure (psi)Rf (%) 125 1,",i,",1,1,1,",i, 0 2 4 6 81012141618 SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:36:21 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com CPT: C-10 Project:Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA Total depth: 50.12 ft, Date: 7/21/2015 Cone Type; Vertek Cone resistance at Sleeve friction Pore pressure u Friction ratio Soil Behaviour Tvt)e HAWn Al In#L HANn Al Ir=FP WAAIR al Ir-Fe 0 MANIn Al InFQ -H4h 81 WFP Clay Clay & silty clay 15- 20- 25- 30- 35- 40- 45- 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Clay Clay & silty clay Clay & silty clay Clay Clay & silty clay Clay & silty clay Clay Clay Clay & silty clay Sand & silty sand Stlty sand & sandy sic Clay Clay & silty clay 1 1 1 1 1 1 lz/- 'lilli,1.0 'll,Ill,"I,I 120 j,Ill iLJ 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 0 2 4 6 81012141618 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:36:48 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt 5-5-5 10-<10-10-10 15-15-15-15 20-20-20 25-25-25- 30-30-30Â· 35-35-35- 40-40-40-40Â· 45-45-45- 50-50-50-50- 55-55-55-55- 60-60-60-60- E E 65-O 65-0 65-O- 65- (1) 0 0 70-70-70-70- 75-75-75-75- 80-80-80-80- 85-85-85-85- 90-90-90-90- 95-95-95-95- 100-100-100-100- 105-105-105-105- 110-110-110-110- 115-115-115-115- 120-120-120-120- 11/ Depth (ft) Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-11 Total depth: 125.19 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Pore pressure u Friction ratio 0 PIL P-Â·.0.0 5- 10- 15- 20-S 20- 25-C 25- 30- 35- 40-40- 45--45- Sleeve friction r,w PulÂ·d-0 0 5-5- 10- 15- Soil Behaviour Type Sand & silty sand 10 Clay 15 r,. r..J.0 5 10 15 20 25 30 35 - 20-20- 25-25- 30-30- 35-35- 40-40- 45-45- 50-50- 55-55- 60-60- 65- Clay & silty clay Clay Clay & silty clay Silty sand & sandy sit Clay & silty clay Very dense/stiff soil Sand & silty sand 50-50- 55- 0- 65-0- 65- 0 0 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 1 105- '105-1 Sand Clay Silty sand & sandy si: Silty sand & sandy si: Clay & silty clay Clay Clay Clay Clay & silty clay Clay Silty sand & sandy sit 70- Clay & silty clay Clay & silty clay Clay & silty clay 75- Clay Clay & silty clay 80- Very dense/stiff soil Clay & silty clay Clay Clay & silty clay Clay 70- 75- 80- 85-85- 90-90- 95-95- 00-100- 05-105- 100- Clay & silty clay Clay Very dense/stiff Soil - ---17.-- Sand Sand & silty sand Sand Sand - Silty sand & sandy sit115 -- --,---- Very dense/stiff soil Silty sand & sandy sl: Sand & silty sand Silty sand & sandy si:111 11.1.I 111 0 100 200 300 400 500 -20 -10 0 10 20 30 40 02468 ,10 12 14 16 18 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (Â°/o)SBT (Robertson, 2010) 110-110-1 115-1 120-1 125 1 0 2 4 6 8 10 105- 110- 115- 120- 125 ,1 10-110- 15-115- 20-120- 25 125 125 , 02462 CPel--IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:37:18 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-12 Total depth: 3.11 ft, Date: 7/21/2015 Cone Type: Vertek 0 Cone resistance qt -0 Sleeve friction 0 Pore pressure u Friction ratio Soil Behaviour Type CO--I 0-.... Clay 5-5-5-5-5- 10-10-10-10-10- 15-15-15-15-15- 20-20-20-20-20- 25-25-25-25-25- 30-30-30-30-30- 35-35-35-35-35- 40-40-40-40-40- 45-45-45-45-45- 50-50-50-50-50- 55- -55- 55- 55- -55- -60- -60- -'60- 60-U 60_ 65- 65-2- 65-E 65-g- 65- LJ U U LI 70-70-70-70-70- 75-75-75-75-75- 80-80-80-80-80- 85-85-85-85-85- 90-90-90-90-90- 95-95-95-95-95- 100-100-100-100-100- 105-105-105-105-105- 110-110-110-110-110- 115-115-115-115-115- 120-120-120-120-120- 125 I,1,I,1,1,1257,,"",,i 125 ,",',1,",",125 , ,, ,, ,, ,125 0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%) I'1,1,1'1,1,I,1,I' 0 2 4 6 81012141618 SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:37:42 AM O Project file: C:\GroupDeltaSantaAnal-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-12A Total depth: 120.43 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0-0 5-5- 0 0 5-5- 10-10- 15-15- 20-20- 25-25- 30-30- 35-35- 0 5 10 15 20 25 30 35 - -- Clay Clay Silty sand & sandy sit 10- 15-15- 20- 25-25- 30- 30- 35- <35- 40-40- 45-45- Clay Clay 50-50-4 55-55-1 60-60-(U) 4 40- 45- 50- 40- -â€¢-"--- - 45- 4 50- g- 65-0- 65- 252.. 70-70- < 75- 80-80- 85- 90- 95-95- 21-- 100-100- nont 55-55- 60-60- 105-2EL_ 110- 115- 120- I* 50 1////-- 100 105- 65-Â©- 65- 0 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 100-100- 105-105- M- Sand & silty sand Silty sand & sandy si: Clay & silty clay Clay Stlty sand & sandy sl: Clay Sand & silty sand Sand & silty sand Silty sand & sandy si: Clay & silty clay Clay & silty clay Clay & silty clay Silty sand & sandy sic Clay Clay Clay & silty clay Clay Clay & silty clay Clay Clay Clay Clay 110 125 105- 110- 115- 120- 125 1,1,i,1,i, 0 2 4 6 8 10 110-110- 115-115- 120-120- 125 115 120 125 Clay Very dense/stiff soil Very dense/stiff soil Clay & silty clay Sitty sand & sandy sit Very dense/stiff soil Sand & silty sand Sand & silty sand Sand & silty sand 1 ,111 lili 1, 1 0 100 200 300 400 500 -20 -10 0 10 20 30 40 02468 0 2 4 6 81012141618 Tip resistance (tsf)Friction (tsf)Pressure (psi)Rf (%)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:38:04 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-13 Total depth: 2.71 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt 0--/.- 0 Sleeve friction 0 Pore pressure u Friction ratio 0-'0- Soil Behaviour Type Clay & silty clay 5-5-5-5-5- 10-10-10-10-10- 15-15-15-15-15- 20-20-20-20-20- 25-25-25-25-25- 30-30-30-30-30- 35-35-35-35-35- 40-40-40-40-40- 45-45-45-45-45- 50-50-50-50-50- 55- -55- -55- -55- -55- 60- 60-i 60- -60- -60- - 65- 65-2 65-5 65-0- 65- U U U ./ 70-70-70-70-70- 75-75-75-75-75- 80-80-80-80-80- 85-85-85-85-85- 90-90-90-90-90- 95-95-95-95-95- 100-100-100-100-100- 105-105-105-105-105- 110-110-110-110-110- 115-115-115-115-115- 120-120-120-120-120- 125 ,:,,,,,,,125- 0 100 200 300 400 500 0 Tip resistance (tsf) 1111111!1 125125 *i,i,",iâ€¢i' 2 4 6 8 10 -20 -10 0 10 20 30 40 Friction (tsf)Pressure (psi) 111,1,1 02468 Rf (%) 125 1.1.I1I.1.1.11 0 2 4 6 81012141618 SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:38:40 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-13A Total depth: 65.50 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 5- 10- 15- 20 20- 25- 30- 35- 40- 45- 50- 55-1 2 0 0 5-5- 10- 0-20- 5-25- 0 Clay Clay & silty clay 10 15- 15-Clay 2 i . Clay & sllty clay Clay & silty clay 2 Clay & silty clay Clay & silty clay 30-30-Clay & silty clay - Clay & silty clay 30- 35- 40- 45- 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Depth (ft)(11) indaa 35- 40- 45 50 55 35- 40- 45- 50- 55- 2 Clay & silty clay Silty sand & sandy sit Sand & silty sand Clay & silty clay Clay Clay 60- 65- - 55-Clay & silty clay Silty sand & sandy si:U>v 60-60- 16... r Silty sand & sandy si: Sand & silty sand 9- 65-65- f-Sand & silty sand 70-70-70- 75-75-75- 80-80-80- 85-85-85- 90-90-90- 95-95-95- 100-100-100- 105-105-105- 110-110-110- 115-115-115- 120-120-120- 125 i,i*i,iii,i 125 0 100 200 300 400 500 Tip resistance (tsf) 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 , ,,i,,i 024â‚¬ Depth ( 1,1 lili 111 I11,111.I 1125 , ,, ,, ,, , 0 2 4 6 8 10 -20 -10 0 10 20 30 40 02468 ,8 10 12 14 16 18 Friction (tsf)Pressure (psi)Rf (%)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:39:14 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Kehoe Testing and Engineering 714-901-7270 rich@kehoetesting.com www.kehoetesting.com Project: Group Delta Consultants, Inc. Location: 2001 E. Dyer Rd Santa Ana, CA CPT: C-14 Total depth: 65.38 ft, Date: 7/22/2015 Cone Type: Vertek Cone resistance qt Sleeve friction Pore pressure u Friction ratio Soil Behaviour Type 0 0 0 0 0, Pre-Punch_ - _ ._.2.8-Punch Pre-Punch _ Pre-Punch 1 Pre-Punch Silty sand & sandy sit 10-<10- 15- 20- 25- 30- 35-L 35- 40- 40- 45-45- 5-5- 10-10- 15-15- 20-20- 25-25- 30-30- 35-35- 40-40- 5 10 15 20 25 30 35 C lay Clay & silty clay Clay & silty clay Clay & silty clay Clay Clay & sitty clay Clay 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Depth (ft) 50- 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- 125 Depth (ft) 45 50 55- 60- 65- 70- 75- 80- 85- 90- 95- 100- 105- 110- 115- 120- Depth (ft) 40-;..Sitty sand & sandy sit Sand & sitty sand Sand & sitty sand Silty sand & sandy si: Clay 45 50-50 55- F 55 2 60 E 65-0- 65 70-70 75-75 80-80 85-85 90-90 95-95 100-10C 105-105 110-11C 115-11E 120-12[ 125 1,i 125 0 2 4 6 8 Rf (%) Depth (ft) 111 Sand & silty sand Sand & silty sand Clay & silty clay Clay & silty clay Sand & silty sand 11 1111 0 100 200 300 400 500 0 2 4 6 8 10 -20 -10 0 10 20 30 40 0 2 4 6 81012141618 Tip resistance (tsf)Friction (tsf)Pressure (psi)SBT (Robertson, 2010) CPeT-IT v.1.7.6.42 - CPTU data presentation & interpretation software - Report created on: 8/10/2015, 11:39:39 AM O Project file: C:\GroupDeltaSantaAna7-15\CPeT Data\Plot Data\Plots w-ha.cpt Ketne Test*,g and Engineerng 714-901-7270 rich@kehoetesthg,com www.lehoetesting,com SOT plot 1,000 8 100-: 6 5 10- 1 0.1 1 10 Friction Ratio, Rf (Â°/0) 5BT legend 1. Sersitive fine grained 4. Clayey sit to silty clay Â¤7. Gravely sand to sandd 2. Organk material 5. Siky sand to sandy silt 8. Very stiff sand bo clayey sand 3. Clay to Ity clay 6, Clean sand to siky sand U 9, Very stiff fine grained Cone resistance, qc/pa Depth 1 2 C-1 In situ data Basic output data qc (tsf) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT 8 (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 62.1 1.25 0.38 1.98 62.1115 2.0125 5 2.28394 121.9746 0.06099 0 0.061 1017.4 2.0145 Bq SBTn n Cn Ic Qtn 0.0004 6 0.553 4.8457 1.832 284.1635 22.2 1.1 -2.62 2.3 22.1208 4.9727 3 2.88005 118.5211 0.12025 0 0.1203 182.96 4.9999 -0.009 9 0.7674 5.3066 2.3916 110.3355 3 24 1.18 -5.03 4 26.2 1.05 -5.07 5 18.7 0.62 -5.75 6 13.3 0.47 -5.32 7 22.1 0.64 -5.54 8 32.8 1.01 -5.57 9 35.7 1.6 -7.13 10 13.2 0.53 -7.43 11 8.8 0.32 -7.29 12 9.8 0.36 -5.1 13 7 0.26 5.42 14 6.9 0.22 -3.08 15 7.9 0.24 -0.34 16 7.6 0.28 0.2 17 9.1 0.29 0.69 18 9.5 0.28 2.51 19 13 0.34 3.63 20 13.9 0.36 4.62 21 13.7 0.5 7.8 22 7.8 0.05 8.4 23 6.6 0.17 8.88 24 13.8 0.31 11.14 25 8.4 0.26 9.13 26 21.7 0.64 10.7 27 12.9 0.43 11.64 28 8.6 0.23 10.74 29 18.6 0.48 13 30 52.9 1.34 7.35 91.7 1.89 -7.14 38.9 1.2 -7.73 33 29.9 1.12 -8.93 34 68.4 2.82 -10.89 35 27.8 1.37 -11.84 36 41.8 1.69 -12.45 37 170.3 2.33 -14.15 38 173.8 0.99 -16.34 39 83.6 3.3 -15.39 40 304.2 1.81 -18.17 41 342.8 1.76 -13.2 42 310.8 1.24 7.33 43 349 1.17 2.56 44 293.9 1.39 3.62 45 299.6 1.41 33.24 46 396.3 1.79 29.5 47 367.5 1.3 29.03 48 87.3 2.36 12.54 49 20.9 0.52 3.72 50 29.2 0.87 4.87 51 41 2.1 -11.91 52 49.5 3.01 -13.28 53 18.9 0.56 -12.35 54 21.4 0 -12.35 2.14 23.8479 4.948 3 2.85431 119.2182 0.17986 0 0.1799 131.59 4.9856 -0.015 9 0.788 4.0403 2.4433 90.37329 2.26 26.0467 4.0312 4 2.7665 118.5792 0.23915 0 0.2392 107.92 4.0686 -0.014 4 0.7809 3.194 2.4163 77.90313 2.27 18.5261 3.3466 3 2.82879 113.8935 0.29609 0 0.2961 61.569 3.401 -0.023 4 0.8155 2.8252 2.4992 48.67482 2.23 13.1391 3.5771 3 2.9649 111.0287 0.35161 0 0.3516 36.369 3.6755 -0.03 4 0.8785 2.6323 2.6567 31.81154 2.2 21.9325 2.9181 4 2.73438 114.5374 0.40888 0 0.4089 52.641 2.9735 -0.019 4 0.8173 2.1751 2.4889 44.24569 2.24 32.6316 3.0952 4 2.61732 118.8448 0.4683 0 0.4683 68.681 3.1402 -0.012 5 0.7941 1.9104 2.4204 58.0706 2.45 35.4844 4.509 4 2.7006 122.4154 0.52951 0 0.5295 66.014 4.5773 -0.015 4 0.8404 1.7893 2.534 59.10845 2.38 12.9753 4.0847 3 3.00404 111.8772 0.58545 0 0.5855 21.163 4.2777 -0.043 3 0.9602 1.7653 2.8407 20.6705 2.34 8.57955 3.7298 3 3.12557 107.1765 0.63903 0 0.639 12.426 4.03 -0.066 3 1 1.6558 2.9959 12.42583 2.38 9.64578 3.7322 3 3.08419 108.324 0.6932 0 0.6932 12.915 4.0212 -0.041 3 1 1.5264 2.9821 12.91495 2.48 6.8361 3.8033 3 3.21165 105.1031 0.74575 0 0.7458 8.1668 4.2691 -0.064 3 1 1.4189 3.157 8.16678 2.38 6.80686 3.232 3 3.17413 103.8703 0.79768 0 0.7977 7.5333 3.6611 -0.037 3 1 1.3265 3.14n 7.5333 2.31 7.88972 3.0419 3 3.10605 104.8671 0.85012 0 0.8501 8.2808 3.4093 -0.003 3 1 1.2447 3.0958 8.28076 2.49 7.60605 3.6813 3 3.16536 105.9057 0.90307 0 0.9031 7.4225 4.1773 0.0022 3 1 1.1717 3.1853 7.42245 2.4 9.12087 3.1795 3 3.06434 106.6054 0.95637 0 0.9564 8.537 3.552 0.0061 3 1 1.1064 3.0951 8.53695 2.36 9.5759 2.924 3 3.02646 106.4674 1.0096 0 1.0096 8.4848 3.2686 0.0211 3 1 1.048 3.0768 8.4848 2.3 13.1098 2.5935 3 2.88434 108.6541 1.06393 0 1.0639 11.322 2.8226 0.0217 3 1 0.9945 2.9374 11.322 2.42 14.0397 2.5642 4 2.85704 109.2395 1.11855 0 1.1186 11.552 2.7861 0.0257 3 1 0.946 2.927 11.55169 2.31 13.9359 3.5879 3 2.94523 111.6251 1.17436 0 1.1744 10.867 3.918 0.044 3 1 0.901 3.035 10.86674 2.24 8.05402 0.6208 4 2.77966 93.43977 1.22108 0 1.2211 5.5958 0.7318 0.0885 4 1 0.8665 2.9302 5.59579 2.38 6.86853 2.4751 3 3.10916 102.0058 1.27209 0 1.2721 4.3994 3.0376 0.1142 3 1 0.8318 3.2998 4.39942 2.51 14.1369 2.1929 4 2.81636 108.1622 1.32617 0 1.3262 9.6599 2.4199 0.0626 3 1 0.7979 2.9576 9.65994 2.3 8.67609 2.9967 3 3.06803 105.6845 1.37901 0 1.379 5.2915 3.5631 0.0901 3 1 0.7673 3.2684 5.29154 2.54 22.0236 2.906 4 2.73186 114.5475 1.43628 0 1.4363 14.334 3.1087 0.0374 3 1 0.7367 2.8785 14.33371 2.64 13.252 3.2448 3 2.93676 110.3988 1.49148 0 1.4915 7.8851 3.6563 0.0713 3 1 0.7094 3.1306 7.88511 2.6 8.92478 2.5771 3 3.02195 104.8563 1.54391 0 1.5439 4.7806 3.1162 0.1048 3 1 0.6853 3.2747 4.78063 2.64 18.9931 2.5272 4 2.74651 112.0815 1.59995 0 1.6 10.871 2.7597 0.0538 3 1 0.6613 2.9464 10.87105 2.48 53.1223 2.5225 5 2.40012 122.102 1.661 0 1.661 30.982 2.6039 0.0103 4 0.9013 0.666 2.5525 32.39227 2.48 91.4841 2.0659 5 2.16962 125.9441 1.72398 0 1.724 52.066 2.1056 -0.006 5 0.81 0.6734 2.3059 57.12483 2.44 38.6662 3.1035 4 2.56278 120.5199 1.78424 0 1.7842 20.671 3.2536 -0.015 4 0.9868 0.5971 2.7624 20.81377 2.38 29.63 3.78 4 2.70604 119.3658 1.84392 0 1.8439 15.069 4.0308 -0.023 3 1 0.5738 2.93 15.06902 2.42 68.0707 4.1428 4 2.47719 128.1511 1.90799 0 1.908 34.677 4.2622 -0.012 4 0.9557 0.5692 2.665 35.59346 2.49 27.442 4.9924 3 2.81203 120.653 1.96832 0 1.9683 12.942 5.3781 -0.033 3 1 0.5376 3.0603 12.94182 2.48 41.4235 4.0798 4 2.6221 123.1933 2.02992 0 2.0299 19.407 4.29 -0.023 3 1 0.5213 2.8623 19.40651 2.4 169.872 1.3716 6 1.85494 128.9849 2.09441 0 2.0944 80.107 1.3887 -0.006 6 0.7162 0.6132 2.0134 97.23577 2.28 173.306 0.5712 6 1.59091 122.771 2.15579 0 2.1558 79.391 0.5784 -0.007 6 0.6204 0.6431 1.7538 104.0161 2.16 83.1346 3.9695 4 2.40575 129.7888 2.22069 0 2.2207 36.436 4.0784 -0.014 4 0.9591 0.4911 2.6349 37.55696 1.97 303.651 0.5961 6 1.41954 128.5537 2.28497 0 2.285 131.89 0.6006 -0.004 6 0.5533 0.6532 1.5615 186.0259 1.99 342.401 0.514 6 1.33728 128.6417 2.34929 0 2.3493 144.75 0.5176 -0.003 6 0.5243 0.6582 1.4773 211.534 2.1 311.022 0.3987 7 1.29496 125.8448 2.41221 0 2.4122 127.94 0.4018 0.0017 6 0.516 0.6536 1.4473 190.6352 2.17 349.077 0.3352 7 1.20871 125.7012 2.47506 0 2.4751 140.04 0.3376 0.0005 6 0.4853 0.6621 1.3585 216.8692 2.21 294.009 0.4728 6 1.36141 126.5432 2.53833 0 2.5383 114.83 0.4769 0.0009 6 0.5542 0.6158 1.5317 169.6173 2.38 300.605 0.4691 6 1.35189 126.7018 2.60168 0 2.6017 114.54 0.4732 0.008 6 0.5555 0.6067 1.5271 170.8659 2.4 397.192 0.4507 7 1.25124 129.1274 2.66625 0 2.6663 147.97 0.4537 0.0054 6 0.5141 0.6218 1.4104 231.8399 2.41 368.378 0.3529 7 1.20454 126.6034 2.72955 0 2.7296 133.96 0.3555 0.0057 6 0.5039 0.6203 1.3752 214.3581 2.42 87.6792 2.6916 5 2.26498 127.4655 2.79328 0 2.7933 30.389 2.7802 0.0106 4 0.9658 0.3916 2.581 31.41524 2.85 21.0125 2.4747 4 2.70579 112.9136 2.84974 0 2.8497 6.3735 2.863 0.0148 3 1 0.3713 3.1492 6.37348 2.53 29.3473 2.9645 4 2.64032 117.4942 2.90848 0 2.9085 9.0902 3.2906 0.0133 3 1 0.3638 3.0538 9.09023 2.55 40.6398 5.1673 3 2.70054 124.736 2.97085 0 2.9709 12.68 5.5749 -0.023 3 1 0.3562 3.0771 12.67952 2.54 49.0984 6.1305 3 2.69862 127.8313 3.03477 0 3.0348 15.179 6.5344 -0.021 3 1 0.3487 3.0628 15.17864 2.44 18.5265 3.0227 4 2.80173 113.1488 3.09134 0 3.0913 4.993 3.6281 -0.058 3 1 0.3423 3.2938 4.99304 2.38 21.0265 0 0 0 120.9 3.15179 0 3.1518 5.6713 0 -0.05 0 1 0.3357 0 0 C-2 In situ data Basic output data Depth 6',vo Fr (ft) qc (tsf) fs (tsf) u (pst) Other qt (tsf) Rf(%) SBT Ic SBT i (pd) 6,v (tsf) uo (tsn Qtl Bq SBTn n Cn Ic Qtn(tsf) (%) 1 78.2 1.73 0.29 2.05 78.2088 2.212 5 2.23889 124.9145 0.06246 0 0.0625 1251.2 2.2138 0.0003 8 0.5477 4.711 1.8198 347.9 2 32.2 1.75 0.57 2.47 32.2172 5.4319 3 2.78707 122.8355 0.12387 0 0.1239 259.08 5.4528 0.0013 9 0.7492 4.9881 2.3437 151.3 3 31.1 2.06 0.17 2.16 31.1051 6.6227 3 2.85878 123.9431 0.18585 0 0.1859 166.37 6.6625 0.0004 9 0.8014 4.0305 2.4766 117.7777 4 22.4 1.2 -0.88 2.23 22.3734 5.3635 3 2.89836 119.1855 0.24544 0 0.2454 90.157 5.423 -0.003 9 0.8289 3.3574 2.5407 70.21201 5 20 0.75 -0.24 2.3 19.9927 3.7514 3 2.83395 115.4721 0.30318 0 0.3032 64.944 3.8091 -9E-04 4 0.8216 2.7925 2.5141 51.96273 6 43 2.02 -0.4 2.26 42.9879 4.699 4 2.65399 124.5888 0.36547 0 0.3655 116.62 4.7393 -7E-04 9 0.7882 2.3116 2.418 93.11399 7 34.9 1.04 -0.69 2.32 34.8791 2.9817 4 2.58484 119.2214 0.42508 0 0.4251 81.053 3.0185 -0.001 5 0.7727 2.0232 2.3698 65.87825 8 42.5 1.49 -1.72 2.3 42.448 3.5102 4 2.56921 122.3312 0.48625 0 0.4863 86.297 3.5509 -0.003 4 0.7838 1.8393 2.3909 72.94299 9 28.8 1.6 -3.11 2.24 28.706 5.5738 3 2.83078 121.8983 0. 5472 0 0.54n 51.46 5.6821 -0.008 3 0.8918 1.8005 2.6648 47.91527 10 13.3 0.85 -3.35 2.24 13.1987 6.44 3 3.12286 115.3751 0.60488 0 0.6049 20.82 6.7494 -0.019 3 1 1.7493 2.9713 20.82025 11 25.7 1.24 -2.35 2.19 25.6289 4.8383 3 2.82461 119.7568 0.66476 0 0.6648 37.554 4.9671 -0.007 4 0.9132 1.5288 2.7075 36.06925 12 18.5 1.11 -1.55 2.11 18.4531 6.0152 3 2.99383 118.1452 0.72383 0 0.7238 24.494 6.2608 -0.006 3 0.9888 1.4556 2.8991 24.38956 13 9.4 0.44 -0.84 2.06 9.3746 4.6935 3 3.15296 109.7227 0.7787 0 0.7787 11.039 5.1187 -0.007 3 1 1.3588 3.1004 11.03886 14 8.6 0.42 -0.04 2.18 8.59879 4.8844 3 3.19337 109.1717 0.83328 0 0.8333 9.3192 5.4085 ME-04 3 1 1.2698 3.173 9.3192 15 9.2 0.45 7.2 2.28 9.41773 4.7782 3 3.15603 109.8984 0.88823 0 0.8882 9.6028 5.2758 0.0608 3 1 1.1913 3.1561 9.6028 16 9.4 0.32 9.14 2.36 9.67639 3.307 3 3.05283 107.4699 0.94197 0 0.942 9.2726 3.6637 0.0753 3 1 1.1233 3.0735 9.27256 17 10.6 0.42 12.54 2.36 10.9792 3.8254 3 3.04492 109.7677 0.99685 0 0.9969 10.014 4.2074 0.0905 3 1 1.0615 3.0819 10.01392 18 9.2 0.28 23.73 2.17 9.9176 2.8233 3 3.00533 106.5529 1.05013 0 1.0501 8.4442 3.1576 0.1927 3 1 1.0076 3.0701 8.4442 19 10.6 0.43 27.38 2.24 11.428 3.7627 3 3.02666 110.0376 1.10514 0 1.1051 9.3407 4.1655 0.191 3 1 0.9574 3.1036 9.34071 20 5.7 0.19 30.53 2.18 6.62323 2.8687 3 3.15627 102.7309 1.15651 0 1.1565 4.7269 3.4756 0.4021 3 1 0.9149 3.3039 4.72691 21 11.9 0.49 41.41 2.3 13.1522 3.7256 3 2.97515 111.3361 1.21218 0 1.2122 9.8501 4.1038 0.2497 3 1 0.8729 3.0812 9.85009 22 6.5 0.37 36.3 2.21 7.59771 4.8699 3 3.23587 107.9423 1.26615 0 1.2662 5.0007 5.8437 0.4128 3 1 0.8357 3.4096 5.00065 9.2 0.26 36.18 2.31 10.2941 2.5257 3 2.96516 106.1015 1.3192 0 1.3192 6.8033 2.897 0.2903 3 1 0.8021 3.128 6.80328 24 7.5 0.39 39.16 2.43 8.6842 4.4909 3 3.16824 108.6535 1.37353 0 1.3735 5.3226 5.3347 0.3857 3 1 0.7704 3.3645 5.32256 25 15.6 0.26 42.02 2.46 16.8707 1.5Â·Ill 4 2.66891 107.3064 1.42718 0 1.4272 10.821 1.6836 0.1959 4 0.9967 0.7421 2.8324 10.83165 26 11.2 0.71 42.48 2.31 12.4846 5.687 3 3.10666 113.9226 1.48414 0 1.4841 7.412 6.4543 0.278 3 1 0.7129 3.2986 7.412 27 36.9 1.46 39.95 2.29 38.1081 3.8312 4 2.62936 121.9194 1.5451 0 1.5451 23.664 3.9931 0.0787 4 0.98 0.69 2.7742 23.8434 28 16.7 0.57 40.83 2.14 17.9347 3.1782 4 2.82617 113.1991 1.6017 0 1.6017 10.197 3.4899 0.18 3 1 0.6606 3.0276 10.19729 29 15.4 0.63 40.34 2.18 16.6199 3.7906 3 2.89931 113.7457 1.65857 0 1.6586 9.0206 4.2109 0.1941 3 1 0.638 3.1186 9.02059 30 27.5 1.17 40.42 2.02 28.7223 4.0735 4 2.73776 119.6095 1.71838 0 1.7184 15.715 4.3327 0.1078 3 1 0.6158 2.9355 15.71478 31 40.8 1.49 40.63 2.02 42.0287 3.5452 4 2.57531 122.307 1.77953 0 1.7795 22.618 3.7019 0.0727 4 0.9889 0.5981 2.7683 22.7 32 51.5 1.52 38.41 1.96 52.6615 2.8864 5 2.44279 123.003 1.84103 0 1.841 27.604 2.9909 0.0544 4 0.9406 0.594 2.6334 28.52 33 29 1.1 34.13 2.13 30.0321 3.6628 4 2.69259 119.2669 1.90067 0 1.9007 14.801 3.9102 0.0874 3 1 0.5567 2.9279 14.80( 27.7.1.5 29.93 2.15 28.6051 5.2438 3 2.81354 121.4175 1.96137 0 1.9614 13.584 5.6299 0.0809 3 1 0.5395 3.0568 13.5842 34.7 2.03 29.07 2.04 35.5791 5.7056 3 2.7717 124.1636 2.02346 0 2.0235 16.583 6.0497 0.0624 3 1 0.5229 3.0118 16.58332 36 78.4 1.04 22.65 2.07 79.0849 1.315 5 2.0836 121.218 2.08407 0 2.0841 36.947 1.3506 0.0212 5 0.8212 0.5731 2.2903 41.70739 37 136.6 1.21 18.73 1.94 137.166 0.8821 6 1.78905 123.6689 2.1459 0 2.1459 62.92 0.8962 0.01 6 0.7011 0.6092 1.967 77.73052 38 212.4 1.13 2.02 1.89 212.461 0.5319 6 1.50233 124.2356 2.20802 0 2.208 95.223 0.5375 0.0007 6 0.5866 0.6495 1.6585 129.0661 39 163.7 2.87 -6.15 1.9 163.514 1.7552 6 1.94555 130.4171 2.27323 0 2.2732 70.93 1.78 -0.003 5 0.7696 0.5552 2.1312 84.59935 40 311 1.52 -7.47 1.94 310.774 0.4891 6 1.35321 127.3326 2.33689 0 2.3369 131.99 0.4928 -0.002 6 0.5318 0.6562 1.4984 191.2669 41 329.1 1.52 -9.55 1.96 328.811 0.4623 7 1.3186 127.4702 2.40063 0 2.4006 135.97 0.4657 -0.002 6 0.5226 0.6517 1.4663 201.0406 42 257.5 0.72 -34.03 1.87 256.471 0.2807 7 1.27472 121.3969 2.46133 0 2.4613 103.2 0.2835 -0.01 6 0.5179 0.6459 1.4455 155.0436 43 341.4 1.2 -31.97 1.9 340.433 0.3525 7 1.23082 125.8253 2.52424 0 2.5242 133.87 0.3551 -0.007 6 0.4987 0.6482 1.3876 206.9923 44 397.5 1.55 -28.18 1.77 396.648 0.3908 7 1.20924 128.0707 2.58827 0 2.5883 152.25 0.3933 -0.005 6 0.4916 0.6442 1.3608 239.9254 Depth 1 2 3 4 5 6 C-3 In situ data Basic output data Fr qc (tsf) fs (50 u (pst) Other qt (tsf) Rf(%) SBT Ic SBT i (pd) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 110.7 2.45 1.04 -0.62 110.731 2.2126 5 2.13358 128.3087 0.06415 0 0.0642 1725 2.2138 28.1 1.29 0.34 -1.05 28.1103 4.5891 3 2.7795 120.2714 0.12429 0 0.1243 225.17 4.6095 Bq SBTn n Cn Ic Qtn 0.0007 8 0.5255 4.3617 1.7627 456.186 0.0009 9 0.7412 4.8909 2.3223 129.3584 21.1 1.28 -2.71 -0.76 21.0181 6.09 3 2.95564 119.5053 0.18404 0 0.184 113.2 6.1438 -0.009 9 0.8241 4.2268 2.5368 83.22521 21.1 1.16 -1 -0.9 21.0698 5.5055 3 2.9253 118.791 0.24344 0 0.2434 85.551 5.5699 -0.003 9 0.8367 3.4192 2.5614 67.29911 27.7 1.01 -0.56 -0.87 27.6831 3.6484 4 2.71807 118.4436 0.30266 0 0.3027 90.466 3.6888 -0.001 4 0.7852 2.6719 2.4188 69.14117 27.5 1.33 0.74 -0.96 27.5224 4.8324 3 2.80147 120.4433 0.36288 0 0.3629 74.844 4.897 0.002 4 0.8342 2.4418 2.539 62.67622 7 21.7 1.27 -2.22 8 15.3 0.82 1.71 9 25.7 1.32 5.92 10 12.7 0.78 3.04 11 11.1 0.62 3.83 12 7.8 0.36 13.29 13 7J 0.32 15.84 14 6.7 0.29 19.46 15 8.1 0.4 52.05 16 11.2 0.44 54.7 17 10.6 0.5 57.48 18 8.2 0.34 63.72 19 11.1 0.44 65.61 20 46.2 0.47 64.33 21 4.4 0.14 67.14 22 10.6 0.5 67.42 23 12.7 0.61 66.84 24 14.5 0.56 67.18 25 13.9 0.61 67.53 26 9.5 0.27 67.91 27 14.5 0.86 70.77 28 8.6 0.23 71.93 29 24.9 1.49 71.65 30 14.4 0.88 67.77 30.8 1.28 68.01 38.2 1.24 68.45 33 39.9 2.67 61.74 34 30.8 1.83 59.49 35 77.1 2.17 43.04 -1.04 21.6329 5.8707 3 2.93564 119.5182 0.42264 0 0.4226 50.185 5.9877 -0.008 3 0.8969 2.2776 2.6957 45.65548 -1.04 15.3517 5.3414 3 3.02026 115.4808 0.48038 0 0.4804 30.957 5.514 0.0083 3 0.9405 2.1015 2.8011 29.53587 -0.96 25.879 5.1007 3 2.83703 120.2379 0.5405 0 0.5405 46.88 5.2095 0.0168 4 0.8916 1.8202 2.665 43.58745 -1.05 12.7919 6.0976 3 3.11789 114.6699 0.59784 0 0.5978 20.397 6.3965 0.018 3 1 1.7699 2.9617 20.39709 -1.08 11.2158 5.5279 3 3.135 112.6694 0.65417 0 0.6542 16.145 5.8703 0.0261 3 1 1.6175 3.0119 16.14512 -1.14 8.20189 4.3892 3 3.18246 107.9285 0.70813 0 0.7081 10.582 4.804 0.1277 3 1 1.4942 3.0978 10.5824 -1.28 8.179 3.9125 3 3.15449 107.0599 0.76166 0 0.7617 9.7383 4.3142 0.1538 3 1 1.3892 3.0982 9.73833 -1.37 7.28847 3.9789 3 3.19975 106.0584 0.81469 0 0.8147 7.9463 4.4796 0.2164 3 1 1.2988 3.1789 7.94628 -1.27 9.67399 4.1348 3 3.10922 109.102 0.86924 0 0.8692 10.129 4.543 0.4256 3 1 1.2173 3.098 10.1292 -1.26 12.8541 3.423 3 2.96117 110.4926 0.92449 0 0.9245 12.904 3.6883 0.3301 3 1 1.1445 2.9596 12.90401 -1.32 12.3382 4.0525 3 3.01932 111.3281 0.98015 0 0.9802 11.588 4.4022 0.3644 3 1 1.0795 3.0434 11.58801 1.52 10.1269 3.3574 3 3.04038 108.0245 1.03417 0 1.0342 8.7923 3.7393 0.5046 3 1 1.0232 3.0975 8.79232 -1.47 13.0841 3.3629 3 2.9504 110.5359 1.08943 0 1.0894 11.01 3.6683 0.3938 3 1 0.9713 3.0134 11.00994 -1.46 48.1453 0.9762 5 2.17859 114.1961 1.14653 0 1.1465 40.992 1 0.0986 5 0.7481 0.9417 2.2148 41.82946 -1.43 6.43031 2.1772 3 3.10536 100.4244 1.19674 0 1.1967 4.3732 2.675 0.9237 3 1 0.8842 3.2739 4.37317 -1.51 12.6388 3.9561 3 3.00467 111.3868 1.25244 0 1.2524 9.0913 4.3912 0.4263 3 1 0.8448 3.1267 9.09134 -1.62 14.7212 4.1437 3 2.96462 113.2138 1.30905 0 1.3091 10.246 4.5481 0.3588 3 1 0.8083 3.0944 10.24579 -1.69 16.5315 3.3875 3 2.8711 112.8709 1.36548 0 1.3655 11.107 3.6925 0.3189 3 1 0.7749 3.012 11.10674 -1.72 15.9421 3.8263 3 2.91603 113.4081 1.42218 0 1.4222 10.21 4.2011 0.3349 3 1 0.744 3.0748 10.20959 -1.7 11.5536 2.3369 3 2.90474 106.6592 1.47551 0 1.4755 6.8302 2.6791 0.4852 3 1 0.7171 3.1084 6.83022 -1.6 16.6401 5.1682 3 2.9843 116.0258 1.53353 0 1.5335 9.8509 5.6929 0.3373 3 1 0.69 3.1678 9.85086 1.83 10.7752 2.1345 3 2.909 105.3158 1.58619 0 1.5862 5.7931 2.503 0.5636 3 1 0.6671 3.154 5.79313 -1.87 27.0667 5.5049 3 2.84548 121.2338 1.6468 0 1.6468 15.436 5.8616 0.2029 3 1 0.6425 3.0261 15.43591 -1.85 16.4494 5.3498 3 2.99784 116.1659 1.70488 0 1.7049 8.6484 5.9683 0.3309 3 1 0.6206 3.2249 8.64837 -1.91 32.8566 3.8957 4 2.68148 120.595 1.76518 0 1.7652 17.614 4.1169 0.1575 3 1 0.5994 2.8831 17.61373 -1.97 40.2699 3.0792 4 2.54738 120.8589 1.82561 0 1.8256 21.058 3.2254 0.1282 4 0.9854 0.5842 2.7534 21.22713 -2.07 41.767 6.3926 3 2.75937 126.5598 1.88889 0 1.8889 21.112 6.6954 0.1115 3 1 0.5602 2.9645 21.11192 -2.06 32.599 5.6137 3 2.79349 123.1913 1.95049 0 1.9505 15.70 5.9709 0.1398 3 1 0.5425 3.0256 15.71325 -2.05 78.4015 2.7678 5 2.30724 126.5786 2.01378 0 2.0138 37.933 2.8408 0.0406 4 0.8999 0.5604 2.5042 40.45771 36 138.4 4.69 10.64 -1.68 138.722 3.3809 8 2.21089 133.6096 2.08058 0 2.0806 65.675 3.4324 0.0056 5 0.856 0.5606 2.3823 72.38971 37 63.9 2.55 3.05 -0.72 63.9922 3.9849 4 2.48286 127.264 2.14421 0 2.1442 28.844 4.123 0.0036 4 0.9873 0.4979 2.7189 29.10409 38 113 2.65 0.61 -0.58 113.018 2.3448 5 2.14616 128.9327 2.20868 0 2.2087 50.17 2.3915 0.0004 5 0.8496 0.5352 2.3493 56.04406 39 118.6 1.44 -2.58 -0.65 118.522 1.215 6 1.92882 124.5859 2.27097 0 2.271 51.19 1.2387 -0.002 5 0.7714 0.5548 2.1361 60.95539 40 191.5 1.78 -3.91 -0.71 191.382 0.9301 6 1.69795 127.3056 2.33463 0 2.3346 80.975 0.9416 -0.001 6 0.6764 0.5855 1.8786 104.6128 41 244.6 1.84 -4.38 -0.43 244.468 0.7527 6 1.5577 128.1453 2.3987 0 2.3987 100.92 0.7601 -0.001 6 0.622 0.601 1.7278 137.5017 42 186.1 3.15 -8.13 -0.3 185.854 1.6949 6 1.89776 131.4106 2.4644 0 2.4644 74.415 1.7177 -0.003 5 0.7663 0.5232 2.0987 90.67383 43 290.2 1.88 -10.29 -0.17 289.889 0.6485 6 1.45963 128.7183 2.52876 0 2.5288 113.64 0.6542 -0.003 6 0.5914 0.5973 1.631 162.2264 44 282.5 1.36 -10.93 0.03 282.169 0.482 6 1.38038 126.2833 2.5919 0 2.5919 107.87 0.4865 -0.003 6 0.5674 0.6015 1.5597 158.9298 45 305 1.77 1.37 0.15 305.041 0.5803 6 1.40994 128.4014 2.6561 0 2.6561 113.85 0.5854 0.0003 6 0.5821 0.5853 1.5903 167.2521 46 175.1 4.17 -3.55 0.19 174.993 2.383 5 2.02905 133.3162 2.72276 0 2.7228 63.27 2.4206 -0.001 5 0.8432 0.4507 2.2687 73.37664 47 129.5 2.35 -5 0.15 129.349 1.8168 5 2.02494 128.3828 2.78695 0 2.787 45.412 1.8568 -0.003 5 0.8582 0.4355 2.3 52.09537 48 17.1 0.52 -4.29 0.23 16.9703 3.0642 4 2.83567 112.3925 2.84315 0 2.8432 4.9688 3.6809 -0.022 3 1 0.3722 3.299 4.96883 49 135 4.87 -13.32 0.41 134.597 3.6182 8 2.24223 133.8115 2.91006 0 2.9101 45.252 3.6982 -0.007 4 0.9531 0.3813 2.5327 47.45391 50 42.7 1.98 -15.36 0.27 42.2355 4.688 4 2.65865 124.3994 2.97226 0 2.9723 13.21 5.0429 -0.028 3 1 0.356 3.0356 13.20992 51 57.8 3.28 -15.19 0.05 57.3407 5.7202 4 2.63137 128.8383 3.03668 0 3.0367 17.883 6.0401 -0.02 3 1 0.3484 2.9869 17.88271 52 87.7 4.67 -11.6 0.1 87.3492 5.3464 9 2.4915 132.4501 3.1029 0 3.1029 27.151 5.5433 -0.01 3 1 0.341 2.8289 27.15083 53 26.7 1.3 -11.44 0.17 26.3541 4.9328 3 2.82136 120.1706 3.16299 0 3.163 7.332 5.6056 -0.036 3 1 0.3345 3.265 7.33202 54 16.2 0 -11.8 0.39 15.8432 0 0 0 120.9 3.22344 0 3.2234 3.915 0 -0.067 0 1 0.3283 0 0 C-4 In situ data Basic output data DM;11 qc (ts,) fs (ts,) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT 8 (pcf) 6,v (tsf) uO (tsf) ?3; Qtl 1 105.6 1.19 1 0.76 105.63 1.1266 6 1.94434 122.9098 0.06145 0 0.0615 1717.8 1.12n Bq SBTn n Cn Ic Qtn 0.0007 6 0.4493 3.5916 1.5673 358.311 2 22.1 1.34 1.1 1.25 22.1333 6.0542 3 2.93744 119.9666 0.12144 0 0.1214 181.26 6.0876 0.0036 9 0.7898 5.52n 2.4503 114.9 3 15.8 0.93 -3.64 1.25 15.6899 5.9274 3 3.04245 116.455 0.17967 0 0.1797 86.328 5.996 -0.017 9 0.8453 4.4762 2.593 65.61462 4 31.1 1.59 -1.62 1.06 31.051 5.1206 3 2.78067 122.044 0.24069 0 0.2407 128.01 5.1606 -0.004 9 0.7919 3.2304 2.4444 94.06356 5 20.1 0.83 -1.2 1.06 20.0637 4.1368 3 2.85985 116.2223 0.2988 0 0.2988 66.148 4.1994 -0.004 4 0.83 2.8563 2.5367 53.35504 6 20.3 0.83 -1.36 1 20.2589 4.097 3 2.85393 116.2459 0.35692 0 0.3569 55.76 4.1705 -0.005 4 0.8463 2.5085 2.5715 47.18146 7 22.4 1.27 -2.66 0.88 22.3196 5.6901 3 2.91646 119.5945 0.41672 0 0.4167 52.56 5.7983 -0.009 3 0.8886 2.2887 2.6746 47.3769 8 16.6 1.11 -2.41 0.96 16.5271 6.7162 3 3.06144 117.8764 0.47566 0 0.4757 33.746 6.9153 -0.011 3 0.9555 2.1467 2.8414 32.56529 9 18 0.98 0.34 1.11 18.0103 5.4413 3 2.97287 117.1745 0.53424 0 0.5342 32.712 5.6077 0.0014 3 0.9378 1.8982 2.7878 31.35094 10 18.5 1 1.93 1.06 18.5584 5.3884 3 2.96028 117.3955 0.59294 0 0.5929 30.299 5.5663 0.0077 3 0.9472 1.7307 2.8055 29.386 11 14.2 0.92 2.81 1.12 14.285 6.4403 3 3.09684 116.1471 0.65102 0 0.651 20.943 6.7479 0.0148 3 1 1.6253 2.9694 20.94259 12 8.1 0.46 8.66 1.16 8.36188 5.5012 3 3.23415 109.7692 0.7059 0 0.7059 10.846 6.0084 0.0814 3 1 1.499 3.1501 10.84569 13 8.4 0.44 11.19 1.13 8.73839 5.0353 3 3.1957 109.5513 0.76068 0 0.7607 10.488 5.5154 0.101 3 1 1.391 3.138 10.48766 14 7 0.36 14.83 1.16 7.44846 4.8332 3 3.2409 107.6935 0.81452 0 0.8145 8.1446 5.4266 0.161 3 1 1.2991 3.2202 8.14457 15 9.3 0.43 32.68 1.1 10.2882 4.1795 3 3.09047 109.7813 0.86941 0 0.8694 10.834 4.5653 0.2498 3 1 1.217 3.0762 10.83355 16 12.3 0.59 35.73 1.11 13.3805 4.4094 3 3.0139 112.7369 0.92578 0 0.9258 13.453 4.7372 0.2066 3 1 1.1429 3.0123 13.45316 17 10.6 0.55 38.14 1.15 11.7534 4.6795 3 3.07415 111.907 0.98174 0 0.9817 10.972 5.106 0.2549 3 1 1.0778 3.1018 10.97202 18 9.9 0.62 45.75 1.19 11.2835 5.4948 3 3.13132 112.6841 1.03808 0 1.0381 9.8696 6.0515 0.3215 3 1 1.0193 3.1838 9.86959 19 12.7 0.61 48.23 1.11 14.1585 4.3084 3 2.9884 113.1187 1.09464 0 1.0946 11.934 4.6694 0.2658 3 1 0.9666 3.0491 11.93441 20 8.8 0.45 48.47 1.07 10.2657 4.3835 3 3.10361 110.1087 1.14969 0 1.1497 7.9291 4.9364 0.3828 3 1 0.9203 3.2047 7.92912 21 16.1 0.93 52.12 0.88 17.6761 5.2613 3 2.96943 116.7457 1.20806 0 1.2081 13.632 5.6473 0.2279 3 1 0.8759 3.0566 13.63177 22 16.2 0.93 52.68 0.9 17.793 5.2268 3 2.96539 116.7618 1.26644 0 1.2664 13.05 5.6273 0.2295 3 1 0.8355 3.0701 13.0496 10.8 0.6 52.29 0.91 12.3813 4.846 3 3.06578 112.6706 1.32278 0 1.3228 8.36 5.4257 0.3405 3 1 0.7999 3.2111 8.36002 24 8.7 0.48 54.5 0.95 10.3481 4.6385 3 3.11564 110.6004 1.37808 0 1.3781 6.5091 5.3512 0.4375 3 1 0.7678 3.2944 6.50905 25 11.8 0.57 55.6 0.91 13.4813 4.2281 3 3.00008 112.5029 1.43433 0 1.4343 8.399 4.7315 0.3323 3 1 0.7377 3.1736 8.39904 26 8.2 0.25 56 1.08 9.89344 2.5269 3 2.97972 105.7177 1.48719 0 1.48n 5.6524 2.974 0.4796 3 1 0.7115 3.2021 5.65244 27 26 1.18 58.9 1 27.7811 4.2475 3 2.76067 119.5905 1.54699 0 1.547 16.958 4.498 0.1617 3 1 0.684 2.9204 16.95824 28 26.9 1.33 60.63 1.17 28.7335 4.6288 3 2.77504 120.5483 1.60726 0 1.6073 16.877 4.903 0.1609 3 1 0.6583 2.9461 16.87729 29 16.6 0.5 58.51 1.18 18.3693 2.7219 4 2.77731 112.2988 1.66341 0 1.6634 10.043 2.993 0.2522 3 1 0.6361 2.9947 10.04319 30 32 1.47 56.71 1.08 33.7149 4.3601 4 2.7066 121.6706 1.72424 0 1.7242 18.553 4.5951 0.1276 3 1 0.6137 2.8965 18.55344 31 44.2 1.91 53.88 1.06 45.8293 4.1676 4 2.5974 124.3352 1.78641 0 1.7864 24.654 4.3367 0.0881 3 0.9963 0.5935 2.7864 32 19 0.74 48.57 1.15 20.4688 3.6153 3 2.81588 115.4313 1.84413 0 1.8441 10.099 3.9732 0.1878 3 1 0.5738 3.0641 10 33 21.8 1.15 44.63 1.06 23.1496 4.9677 3 2.86505 118.9573 1.90361 0 1.9036 11.161 5.4128 0.1513 3 1 0.5558 3.1118 11.1 34 16 0.75 44.43 1 17.3436 4.3244 3 2.92083 115.1254 1.96117 0 1.9612 7.8435 4.8757 0.208 3 1 0.5395 3.2053 7.84348 35 24.8 1.39 43.76 0.93 26.1233 5.3209 3 2.84656 120.6389 2.02149 0 2.0215 11.923 5.7672 0.1307 3 1 0.5234 3.107 11.9228 36 58.2 3.74 38.14 0.94 59.3534 6.3012 3 2.65334 129.8828 2.08643 0 2.0864 27.447 6.5308 0.048 3 1 0.5071 2.8754 27.44732 37 42.9 2.77 33.94 0.97 43.9264 6.306 3 2.74018 126.9518 2.14991 0 2.1499 19.432 6.6305 0.0585 3 1 0.4922 2.9878 19.43175 38 40.3 1.14 27.99 0.82 41.1464 2.7706 4 2.50984 120.2962 2.21005 0 2.2101 17.618 2.9279 0.0518 4 1 0.4788 2.7912 17.61783 39 43.3 1.7 22.33 0.9 43.9753 3.8658 4 2.58718 123.3822 2.27175 0 2.2718 18.357 4.0764 0.0386 3 1 0.4658 2.8666 18.35748 40 67.1 3.81 20.84 0.79 67.7302 5.6253 4 2.57867 130.3405 2.33692 0 2.3369 27.983 5.8263 0.023 3 1 0.4528 2.8346 27.98274 41 59.3 4.33 17.4 0.77 59.8262 7.2376 3 2.69722 130.9739 2.4024 0 2.4024 23.903 7.5404 0.0218 3 1 0.4404 2.962 23.90265 42 52.7 3.9 11.04 0.89 53.0339 7.3538 3 2.73612 129.9147 2.4686 0 2.4674 20.494 7.7126 0.0157 3 1 0.4288 3.0164 20.49417 43 53.8 2.34 4.73 0.75 53.943 4.3379 4 2.56051 126.2185 2.53047 0 2.5305 20.317 4.5514 0.0066 3 1 0.4182 2.864 20.31741 44 203.9 3.9 3.58 0.66 204.008 1.9117 6 1.91264 133.2006 2.59707 0 2.5971 77.553 1.9363 0.0013 5 0.7818 0.4956 2.123 94.33857 45 272.6 2.65 2.21 0.75 272.667 0.9719 6 1.60611 131.0807 2.66261 0 2.6626 101.41 0.9815 0.0006 6 0.6613 0.5432 1.798 138.6148 46 261.6 3.8 -1.55 0.72 261.553 1.4529 6 1.75226 133.6166 2.72942 0 2.7294 94.827 1.4682 -4E-04 6 0.7246 0.5033 1.9562 123.0993 47 118.8 1.54 -0.36 0.85 118.789 1.2964 6 1.94728 125.0827 2.79196 0 2.792 41.547 1.3276 -2E-04 5 0.832 0.4461 2.2304 48.90123 48 80.6 2.16 -4.35 0.83 80.4685 2.6843 5 2.28981 126.6082 2.85526 0 2.8553 27.183 2.783 -0.004 4 0.9851 0.3761 2.6246 27.58704 49 292.6 2.82 -10.23 0.69 292.291 0.9648 6 1.58396 131.7052 2.92112 0 2.9211 99.061 0.9745 -0.003 6 0.6734 0.5047 1.7973 138.0248 50 215.1 2.99 -9.82 0.81 214.803 1.392 6 1.79189 131.3822 2.98681 0 2.9868 70.917 1.4116 -0.003 5 0.7699 0.4498 2.0428 90.04732 51 226.5 3.3 -10.64 0.78 226.178 1.459 6 1.79316 132.2299 3.05292 0 3.0529 73.086 1.479 -0.003 5 0.7745 0.4401 2.0468 92.81187 52 49.7 1.99 -6.83 0.89 49.4935 4.0207 4 2.56282 124.823 3.11533 0 3.1153 14.887 4.2908 -0.011 3 1 0.3397 2.9511 14.88705 53 21.1 0.45 -6.72 0.81 20.8968 2.1534 4 2.67216 111.8423 3.17125 0 3.1713 5.5894 2.5387 -0.027 3 1 0.3337 3.1705 5.58944 54 19.6 0.35 -9.1 0.66 19.3248 1.8111 4 2.65734 109.8126 3.22616 0 3.2262 4.99 2.1741 -0.041 3 1 0.328 3.1794 4.99003 Depth 1 2 C-5 In situ data Basic output data Frqc (tsf) fs (tsf) u (pst) Other qt (tsf) Rf(%) SBT Ic SBT 8 (pd) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 315.9 4.45 0.12 -0.85 315.901 1.4087 6 1.69222 135.2324 0.06762 0 0.0676 4671 1.409 Bq SBTn n Cn Ic Qtn 3E-05 6 0.4085 3.0759 1.4598 918.1259 131.6 4.73 12.67 -1.91 131.755 3.59 8 2.2452 133.546 0.13439 0 0.1344 979.4 3.5937 0.0069 8 0.6028 3.4688 1.9621 431.4865 3 31.9 2.38 6.23 4 27.3 2.1 6.54 5 21.9 1.64 6.26 6 16 1.06 6.65 7 18.2 1.41 5.72 8 11.9 0.88 5.61 9 9.8 0.67 5.89 10 9.3 0.65 6.12 11 8.6 0.57 9.36 12 7.6 0.53 9.65 13 9.1 0.53 12.37 14 9.5 0.53 12.82 15 7.8 0.48 14.57 16 8.3 0.58 16.81 17 8.3 0.55 15.89 18 13.2 1 9.89 19 15.7 1.13 10.88 20 8.2 0.42 10.48 21 84 0.63 11.64 22 27.9 1.32 10.5 23 69.1 1.62 1.33 24 23.3 1.35 1.55 25 21.6 0.93 3.53 26 32.8 1.96 5.79 27 23.4 1.43 6.74 28 37.6 2.13 7.39 29 34.8 1.59 7.88 30 35 1.85 8.57 32.2 1.9 8.72 30.5 1.57 9.09 33 31.6 1.62 9.92 34 22.7 1.11 11.91 35 60.9 2.59 11.71 36 288.2 1.84 1.77 37 326.2 1.7 -0.31 38 327.5 2.04 0.07 39 119 3.42 1.81 40 293.4 2.05 2.41 41 282.5 1.79 3.44 42 265 2.01 5.92 43 404.1 1.39 6.55 44 190.2 2.08 0.97 45 23 0.58 14.9 46 39.2 1.34 24.4 47 47.1 2.04 36.78 48 75 4.95 9.89 49 68.8 3.04 4.25 50 17.3 0.58 6.28 -1.86 31.9763 7.443 3 2.88692 125.067 0.19692 0 0.1969 161.38 7.4891 0.0141 9 0.8174 3.9529 2.5167 118.7228 1.76 27.3801 7.6698 3 2.94309 123.7727 0.25881 0 0.2588 104.79 7.743 0.0174 9 0.8562 3.3389 2.6099 85.58324 1.77 21.9766 7.4625 3 3.00228 121.4275 0.31952 0 0.3195 67.78 7.5726 0.0208 9 0.8928 2.9125 2.6979 59.61241 -1.78 16.0814 6.5915 3 3.06486 117.4724 0.37826 0 0.3783 41.514 6.7502 0.0305 3 0.9294 2.6013 2.7833 38.60485 -1.78 18.27 7.7176 3 3.07031 119.8713 0.43819 0 0.4382 40.694 7.9072 0.0231 3 0.9501 2.3108 2.8318 38.94315 -1.76 11.9687 7.3525 3 3.19259 115.3903 0.49589 0 0.4959 23.136 7.6703 0.0352 3 1 2.1338 2.9773 23.13573 -1.74 9.87209 6.7868 3 3.23418 112.9257 0.55235 0 0.5524 16.873 7.189 0.0455 3 1 1.9156 3.0566 16.87281 -1.76 9.37491 6.9334 3 3.25743 112.5779 0.60864 0 0.6086 14.403 7.4148 0.0503 3 1 1.7385 3.1164 14.403 -1.82 8.71457 6.5408 3 3.26621 111.4388 0.66436 0 0.6644 12.117 7.0806 0.0837 3 1 1.5927 3.1593 12.11721 -1.82 7.71812 6.867 3 3.32067 110.6102 0.71967 0 0.7197 9.7246 7.5731 0.0993 3 1 1.4703 3.2508 9.72458 -1.77 9.25141 5.7289 3 3.21017 111.0522 0.77519 0 0.7752 10.934 6.2528 0.1051 3 1 1.365 3.1584 10.93434 -1.74 9.65692 5.4883 3 3.18401 111.1568 0.83077 0 0.8308 10.624 6.0049 0.1046 3 1 1.2737 3.1569 10.62405 -1.75 7.97834 6.0163 3 3.27399 109.9661 0.88575 0 0.8858 8.0074 6.7676 0.1479 3 1 1.1946 3.285 8.0074 -1.76 8.50575 6.8189 3 3.28573 111.5069 0.94151 0 0.9415 8.0342 7.6677 0.16 3 1 1.1238 3.318 8.03419 -1.82 8.49449 6.4748 3 3.27217 111.115 0.99706 0 0.9971 7.5195 7.3359 0.1526 3 1 1.0612 3.3282 7.5195 -1.8 13.3211 7.5069 3 3.16351 116.5868 1.05536 0 1.0554 11.622 8.1528 0.0581 3 1 1.0026 3.2133 11.62231 -1.89 15.8332 7.1369 3 3.09294 117.9024 1.11431 0 1.1143 13.209 7.6772 0.0532 3 1 0.9496 3.1544 13.20896 -1.91 8.32828 5.0431 3 3.2128 109.0937 1.16886 0 1.1689 6.1252 5.8664 0.1054 3 1 0.9053 3.3394 6.12515 -2.03 8.54247 7.3749 3 3.30567 112.1224 1.22492 0 1.2249 5.9739 8.6094 0.1145 3 1 0.8638 3.4497 5.97392 -2.05 28.0285 4.7095 3 2.78806 120.4325 1.28513 0 1.2851 20.81 4.9358 0.0283 3 1 0.8233 2.8794 20.80981 -2.13 69.1163 2.3439 5 2.29494 124.1324 1.3472 0 1.34n 50.304 2.3905 0.0014 5 0.8166 0.821 2.3695 52.58205 -1.99 23.319 5.7893 3 2.9076 120.1483 1.40727 0.0312 1.3761 15.923 6.1611 0.0037 3 1 0.7689 3.0303 15.92335 -1.95 21.6432 4.297 3 2.84542 117.2395 1.46589 0.0624 1.4035 14.376 4.6091 0.0095 3 1 0.7539 2.9824 14.37649 -1.99 32.8709 5.9627 3 2.80948 123.7137 1.52775 0.0936 1.4342 21.855 6.2534 0.0103 3 1 0.7378 2.9332 21.85483 1.95 23.4825 6.0896 3 2.92042 120.5866 1.58804 0.1248 1.4632 14.963 6.5313 0.0165 3 1 0.7231 3.0673 14.96296 -1.86 37.6905 5.6513 3 2.75122 124.656 1.65037 0.156 1.4944 24.117 5.9101 0.0104 3 1 0.7081 2.8853 24.11721 -1.77 34.8965 4.5563 4 2.70897 122.3288 1.71154 0.1872 1.5243 21.77 4.7913 0.0115 3 1 0.6941 2.8562 21.77008 -1.7 35.1049 5.2699 3 2.75133 123.4515 1.77326 0.2184 1.5549 21.437 5.5503 0.012 3 1 0.6805 2.904 21.43704 -1.61 32.3067 5.8811 3 2.81054 123.444 1.83498 0.2496 1.5854 19.22 6.2353 0.0124 3 1 0.6674 2.9731 19.22042 -1.52 30.6113 5.1288 3 2.78561 121.9166 1.89594 0.2808 1.6151 17.779 5.4675 0.013 3 1 0.6551 2.96 17.77882 -1.57 31.7214 5.107 3 2.77319 122.2329 1.95706 0.312 1.6451 18.093 5.4428 0.0135 3 1 0.6432 2.953 18.09319 -1.56 22.8458 4.8587 3 2.86289 118.666 2.01639 0.3432 1.6732 12.449 5.329 0.0247 3 1 0.6324 3.0707 12.4489 -1.55 61.0433 4.2429 4 2.51678 127.2628 2.08002 0.3744 1.7056 34.57 4.3926 0.008 4 0.9502 0.6353 2.6758 35.4013 -1.6 288.222 0.6384 6 1.45658 128.5468 2.1443 0.4056 1.7387 164.54 0.6432 -1E-03 6 0.5201 0.7724 1.5429 208.8189 -1.53 326.196 0.5212 6 1.3566 128.2697 2.20843 0.4368 1.7716 182.88 0.5247 -0.001 6 0.4828 0.7797 1.4409 238.7387 -1.46 327.501 0.6229 6 1.41 129.6134 2.27324 0.468 1.8052 180.16 0.6273 -0.001 6 0.5063 0.763 1.4983 234.5316 -1.44 119.022 2.8734 5 2.1978 130.9254 2.3387 0.4992 1.8395 63.432 2.931 -0.003 5 0.8299 0.632 2.3436 69.68908 -1.38 293.43 0.6986 6 1.47899 129.3813 2.40339 0.5304 1.873 155.38 0.7044 -0.001 6 0.5407 0.7344 1.5801 201.9814 -1.44 282.542 0.6335 6 1.46041 128.2967 2.46754 0.5616 1.9059 146.95 0.6391 -0.001 6 0.5]n 0.729 1.5668 192.9504 -1.46 265.072 0.7583 6 1.53526 128.9892 2.53203 0.5928 1.9392 135.38 0.7656 -6E-04 6 0.5702 0.7079 1.6493 175.6491 -1.52 404.18 0.3439 7 1.16648 127.3194 2.59569 0.624 1.9717 203.67 0.3461 -4E-04 7 0.4234 0.7683 1.2597 291.6024 -1.61 190.212 1.0935 6 1.74974 128.4303 2.65991 0.6552 2.0047 93.556 1.109 -0.003 6 0.6655 0.6536 1.8913 115.8525 -1.63 23.1824 2.5019 4 2.67451 113.9523 2.71689 0.6864 2.0305 10.079 2.834 0.0189 3 1 0.5211 2.9801 10.07911 -1.56 39.4987 3.3925 4 2.58196 121.3792 2.77757 0.7176 2.06 17.826 3.6491 0.0283 3 1 0.5137 2.846 17.82599 -1.48 47.5502 4.2902 4 2.5951 124.9069 2.84003 0.7488 2.0912 21.38 4.5627 0.0425 3 1 0.506 2.848 21.37986 -1.44 75.1211 6.5894 9 2.60332 132.5083 2.90628 0.78 2.1263 33.963 6.8546 -9E-04 3 1 0.4976 2.8261 33.96293 -1.41 68.852 4.4153 4 2.49448 128.7286 2.97065 0.8112 2.1595 30.508 4.6144 -0.008 4 0.9949 0.4918 2.7361 30.61909 -1.41 17.3769 3.3378 3 2.85003 113.2493 3.02727 0.8424 2.1849 6.5677 4.0419 -0.027 3 1 0.4843 3.2207 6.56771 C-6 In situ data Basic output data PrD;1' qc (t=f) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT i (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 1 22.1 1.71 -0.02 0.63 22.0998 7.7376 3 3.01154 121.747 0.06087 0 0.0609 362.04 7.759 Bq SBTn n Cn Ic Qtn -7E-05 9 0.7763 9.1756 2.4216 191 2 35.7 1.23 37.05 0.56 36.1535 3.4022 4 2.61117 120.5367 0.12114 0 0.1211 297.44 3.4136 0.074 8 0.6862 4.4246 2.1778 150.1 3 26.1 1.44 4.49 0.58 26.155 5.5057 3 2.85633 120.9004 0.18159 0 0.1816 143.03 5.5441 0.0125 9 0.7927 4.0434 2.455 99.25368 4 13.7 0.95 -0.39 0.64 13.6952 6.9367 3 3.13183 116.279 0.23973 0 0.2397 56.127 7.0603 -0.002 3 0.9017 3.8145 2.7319 48.50718 5 13 0.8 -0.68 0.62 12.9917 6.1578 3 3.11549 114.893 0.29718 0 0.2972 42.717 6.3019 -0.004 3 0.9164 3.202 2.7629 38.41488 6 9.9 0.62 -0.65 0.62 9.89204 6.2677 3 3.21169 112.3631 0.35336 0 0.3534 26.994 6.4999 -0.005 3 0.9683 2.8921 2.8898 26.07222 7 20.3 1. 11 -0.75 0.71 20.2908 5.4705 3 2.93561 118.3768 0.41255 0 0.4126 48.184 5.584 -0.003 3 0.8932 2.3193 2.6871 43.57105 8 23.7 1.52 0.03 0.83 23.7004 6.4134 3 2.93301 121.0557 0.47308 0 0.4731 49.098 6.544 9E-05 3 0.911 2.082 2.7241 45.70437 9 20.3 1.37 -1.05 0.9 20.2872 6.753 3 2.99746 119.9162 0.53303 0 0.533 37.06 6.9353 -0.004 3 0.9479 1.9153 2.8145 35.75807 10 13.9 0.85 -0.5 0.95 13.8939 6.1178 3 3.09143 115.5003 0.59078 0 0.5908 22.518 6.3895 -0.003 3 0.9943 1.7851 2.9313 22.44345 11 11.9 0.68 -0.48 0.97 11.8941 5.7171 3 3.12438 113.4885 0.64753 0 0.6475 17.369 6.0463 -0.003 3 1 1.6341 2.9967 17.3685 12 9.1 0.49 -0.08 0.99 9.09902 5.3852 3 3.19939 110.4375 0.70275 0 0.7028 11.948 5.8359 -7604 3 1 1.5057 3.1096 11.94779 13 78 0.47 0.54 1.05 7.80661 6.0205 3 3.28166 109.7589 0.75763 0 0.7576 9.304 6.6676 0.0055 3 1 1.3966 3.2302 9.30403 14 7.9 0.42 0.64 1.05 7.90783 5.3112 3 3.24429 108.9674 0.81211 0 0.8121 8.7374 5.9191 0.0065 3 1 1.3029 3.2192 8.73739 15 9.5 0.39 1.58 1.05 9.51934 4.0969 3 3.11252 108.8775 0.86655 0.0156 0.851 10.168 4.5072 0.0113 3 1 1.2434 3.0946 10.1684 16 13.3 0.61 1.9 1.07 13.3233 4.5785 3 3.0255 112.9704 0.92303 0.0468 0.8762 14.152 4.9193 0.0073 3 1 1.2076 3.0057 14.15172 17 10.5 0.46 2.34 1.14 10.5286 4.369 3 3.09396 110.3311 0.9782 0.078 0.9002 10.609 4.8165 0.0095 3 1 1.1754 3.0976 10.60925 18 8.4 0.48 4.11 1.18 8.45031 5.6803 3 3.23898 110.1062 1.03325 0.1092 0.9241 8.0267 6.4716 0.0252 3 1 1.1451 3.2721 8.02666 19 9 0.28 4.49 1.23 9.05496 3.0922 3 3.06017 106.331 1.08642 0.1404 0.946 8.4232 3.5138 0.023 3 1 1.1185 3.0972 8.42324 20 20.1 1.14 5.48 1.29 20.1671 5.6528 3 2.9471 118.557 1.1457 0.1716 0.9741 19.527 5.9933 0.0117 3 1 1.0863 2.9564 19.5272 21 8.9 0.51 5.14 1.32 8.96291 5.6901 3 3.2192 110.6935 1.20104 0.2028 0.9982 7.7755 6.5706 0.0216 3 1 1.06 3.287 7.77553 22 9.5 0.31 5.55 1.34 9.56793 3.24 3 3.05181 107.2101 1.25465 0.234 1.0207 8.1451 3.729 0.0199 3 1 1.0367 3.1239 8.1451 12 0.54 6.05 1.35 12.0741 4.4724 3 3.05286 111.8384 1.31057 0.2652 1.0454 10.296 5.017 0.0158 3 1 1.0122 3.1187 10.29636 26.5 1 6.64 1.34 26.5813 3.7621 4 2.74012 118.2718 1.3697 0.2964 1.0733 23.49 3.9664 0.0072 3 0.9588 0.9864 2.m 23.50351 25 17.3 0.96 6.72 1.36 17.3823 5.5229 3 2.98873 116.9371 1.42817 0.3276 1.1006 14.496 6.0173 0.0098 3 1 0.9614 3.0542 14.49617 26 34.7 2.51 3.21 1.44 34.7393 7.2253 3 2.85282 125.6583 1.491 0.3588 1.1322 29.366 7.5493 -0.004 3 1 0.9346 2.9 29.36606 27 24.6 1.78 3.99 1.5 24.6488 7.2214 3 2.95672 122.3068 1.55215 0.39 1.1622 19.874 7.7067 -0.004 3 1 0.9105 3.0258 19.87402 28 18.9 1.33 3.57 1.55 18.9437 7.0208 3 3.03073 119.5323 1.61192 0.4212 1.1907 14.556 7.6738 -0.009 3 1 0.8886 3.123 14.5557 29 29.1 1.23 3.9 1.61 29.1477 4.2199 4 2.74331 120.0113 1.67193 0.4524 1.2195 22.53 4.4767 -0.006 3 0.9839 0.8696 2.8247 22.58163 30 33.7 1.66 4.47 1.63 33.7547 4.9178 3 2.74241 122.5629 1.73321 0.4836 1.2496 25.625 5.184 -0.005 3 0.9859 0.8488 2.8263 25.68557 31 46.4 2.07 5.01 1.67 46.4613 4.4553 4 2.61386 124.9572 1.79569 0.5148 1.2809 34.871 4.6344 -0.003 4 0.9366 0.8362 2.693 35.2 32 50.4 2.84 3.84 1.71 50.447 5.6297 3 2.66326 127.472 1.85942 0.546 1.3134 36.993 5.8451 -0.006 3 0.959 0.8128 2.7477 37 33 43.7 2.44 4.23 1.75 43.7518 5.5769 3 2.70n8 126.0139 1.92243 0.5m 1.3452 31.095 5.8332 -0.007 3 0.9808 0.7902 2.801 31 34 57.2 3.62 3.04 1.81 57.2372 6.3246 3 2.66481 129.5556 1.98721 0.6084 1.3788 40.071 6.552 -0.007 3 0.9668 0.7742 2.7602 40.42424 35 46.2 3.53 1.47 1.77 46.218 7.6377 3 2.78753 128.8498 2.05163 0.6396 1.412 31.279 7.9925 -0.012 3 1 0.7494 2.8992 31.27858 36 44.2 3.41 -0.21 1.67 44.1974 7.7154 3 2.80361 128.4878 2.11588 0.6708 1.4451 29.121 8.1033 -0.016 3 1 0.7322 2.9248 29.12065 37 18.9 1.32 -1.9 1.66 18.8767 6.9927 3 3.03067 119.4684 2.17561 0.702 1.4736 11.333 7.9037 -0.05 3 1 0.718 3.2126 11.33348 38 107.3 2.55 -1.6 1.67 107.28 2.377 5 2.16578 128.5242 2.23987 0.7332 1.5067 69.717 2.4276 -0.008 5 0.7833 0.7582 2.2618 75.26659 39 189.6 2.11 -2.79 1.67 189.566 1.1131 6 1.75631 128.5268 2.30414 0.7644 1.5397 121.62 1.1268 -0.005 6 0.6221 0.7919 1.8355 140.1414 40 361.9 1.65 -3.39 1.69 361.859 0.456 7 1.28399 128.3043 2.36829 0.7956 1.5727 228.58 0.459 -0.003 6 0.4364 0.8412 1.3437 285.7959 41 358 1.98 -3.4 1.74 357.958 0.5531 6 1.34609 129.6119 2.43309 0.8268 1.6063 221.33 0.5569 -0.003 6 0.4633 0.8242 1.4103 276.9176 42 356.5 1.77 -2.27 1.79 356.472 0.4965 7 1.31426 128.7814 2.49748 0.858 1.6395 215.91 0.5 -0.003 6 0.454 0.8197 1.3818 274.2188 43 420.4 2.63 -2.63 2.03 420.368 0.6256 6 1.33843 132.0811 2.56353 0.8892 1.6743 249.54 0.6295 -0.003 6 0.4642 0.8081 1.4041 319.1015 44 365.3 1.83 -1.05 2.3 365.287 0.501 7 1.30939 129.0849 2.62807 0.9204 1.7077 212.37 0.5046 -0.003 6 0.4578 0.8032 1.3832 275.3005 45 391.9 1.75 -0.38 2.3 391.895 0.4466 7 1.25265 128.9293 2.69253 0.9516 1.7409 223.56 0.4496 -0.003 7 0.4378 0.8041 1.3266 295.7749 46 369.5 2.41 -0.98 2.3 369.488 0.6523 6 1.38896 131.1272 2.7581 0.9828 1.7753 206.57 0.6572 -0.003 6 0.4941 0.7744 1.47 268.3977 47 169.5 1.74 -0.94 2.25 169.488 1.0266 6 1.76567 126.843 2.82152 1.014 1.8075 92.208 1.044 -0.006 6 0.6549 0.7042 1.8881 110.9242 48 22.7 0.48 0.6 2.2 22.7073 2.1139 4 2.63815 112.5171 2.8m8 1.0452 1.8326 10.821 2.4206 -0.051 3 1 0.5774 2.9164 10.8206 49 22.1 0.65 2.58 2.37 22.1316 2.937 4 2.73303 114.6729 2.93511 1.0764 1.8587 10.328 3.386 -0.046 3 1 0.5693 3.0155 10.32783 50 20.2 0.53 5.96 2.45 20.273 2.6143 4 2.73251 112.9656 2.9916 1.1076 1.884 9.1727 3.0669 -0.039 3 1 0.5616 3.0332 9.17272 51 248.8 4.56 14.02 2.75 248.972 1.8315 6 1.84531 134.8304 3.05901 1.1388 1.9202 128.07 1.8543 -5E-04 6 0.6892 0.6632 1.9643 154.1228 52 370.5 3.37 0.83 2.84 370.51 0.9096 6 1.49887 133.5873 3.1258 1.17 1.9558 187.84 0.9173 -0.003 6 0.5519 0.7125 1.5992 247.3759 53 408.9 3.67 1.03 2.92 408.913 0.8975 6 1.46817 134.4518 3.19303 1.2012 1.9918 203.69 0.9046 -0.003 6 0.5413 0.7101 1.5669 272.2692 54 297.5 2.12 1.91 3 297.523 0.7126 6 1.48101 129.6608 3.25786 1.2324 2.0255 145.28 0.7204 -0.004 6 0.5554 0.6972 1.5998 193.9001 55 199.2 1.86 1.98 3.07 199.224 0.9336 6 1.68671 127.7252 3.32172 1.2636 2.0581 95.185 0.9495 -0.006 6 0.6462 0.6505 1.8341 120.4446 56 20.4 0.66 4.74 3.21 20.458 3.2261 4 2.78509 114.5928 3.37902 1.2948 2.0842 8.1944 3.8644 -0.056 3 1 0.5077 3.1307 8.19444 57 18.4 0.62 7.73 3.37 18.4946 3.35B 3 2.82983 113.8893 3.43596 1.326 2.11 7.1369 4.1172 -0.051 3 1 0.5015 3.1956 7.13692 58 17.3 0.58 10.66 3.43 17.4305 3.3275 3 2.84815 113.2568 3.49259 1.3572 2.1354 6.5271 4.1613 -0.042 3 1 0.4955 3.2301 6.52708 59 16.1 0.54 13.74 3.47 16.2682 3.3194 3 2.87128 112.5656 3.54887 1.3884 2.1605 5.8873 4.2455 -0.031 3 1 0.4898 3.2719 5.88727 60 19.9 0.61 19.1 3.55 20.1338 3.0297 4 2.77372 113.9774 3.60586 1.4196 2.1863 7.5599 3.6907 -0.003 3 1 0.484 3.148 7.55989 61 18.5 0.51 25.72 3.55 18.8148 2.7106 4 2.76788 112.5021 3.66211 1.4508 2.2113 6.8524 3.3657 0.0265 3 1 0.4785 3.1609 6.85235 62 17.1 0.5 33.51 3.56 17.5102 2.8555 4 2.80642 112.1819 3.71821 1.482 2.2362 6.1676 3.6253 0.0675 3 1 0.4732 3.2168 6.1 63 157.7 4.6 37.92 3.56 158.164 2.9084 5 2.12433 133.7877 3.7851 1.5132 2.2719 67.952 2.9797 0.0079 5 0.8414 0.5257 2.3201 76.7 64 75.6 3.08 -0.86 3.57 75.5895 4.0746 4 2.4415 129.0519 3.84963 1.5444 2.3052 31.121 4.2933 -0.022 4 0.9912 0.4622 2.7073 31.33365 65 22.5 0.93 0.17 3.61 22.5021 4.133 3 2.82158 117.3344 3.90829 1.5756 2.3327 7.971 5.0017 -0.084 3 1 0.4536 3.2063 7.97095 66 23.8 1.03 1.38 67 45.7 2.76 1.7 68.3 2.62 -0.18 49.7 2.79 -2.27 19.2 0.79 -1.24 3.63 23.8169 4.3247 3 2.81584 118.2202 3.9674 1.6068 2.3606 8.4087 5.1891 -0.076 3 1 0.4482 3.1973 8.40865 3.67 45.7208 6.0366 3 2.71445 127.023 4.03091 1.638 2.3929 17.422 6.6203 -0.036 3 1 0.4422 3.0221 17.42223 3.68 68.2978 3.8361 4 2.45154 127.6209 4.09472 1.6692 2.4255 26.47 4.0808 -0.026 4 1 0.4362 2.7464 26.46977 3.76 49.6722 5.6168 3 2.66706 127.3043 4.15838 1.7004 2.458 18.517 6.13 -0.041 3 1 0.4305 2.98 18.51679 3.78 19.1848 4.1178 3 2.87351 115.7517 4.21625 1.7316 2.4847 6.0244 5.2777 -0.122 3 1 0.4259 3.3181 6.02441 C-7 In situ data Basic output data FrD;h qc (tsf) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT i (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 1 52.8 1.59 0.17 -0.3 52.8021 3.0112 4 2.45465 123.3389 0.06167 0 0.0617 855.21 3.0148 2 22.2 1.08 -4.76 -0.21 22.1417 4.8777 3 2.87417 118.3892 0.12086 0 0.1209 182.2 4.9044 3 15.1 0.9 -4.62 -0.19 15.0435 5.9827 3 3.05891 116.1124 0.17892 0 0.1789 83.079 6.0547 Bq SBTn n Cn Ic Qtn 0.0002 8 0.6094 5.6532 1.9819 2 -0.016 9 0 7656 5 2648 2 3867 109 -0.022 4 0.8498 4.528 2.6049 63.61036 4 19.8 1 -4.26 -0.25 19.7479 5.0638 3 2.9222 117.547 0.23769 0 0.2377 82.081 5.1255 -0.016 4 0.8315 3.4613 2.5488 63.82239 5 16.1 0.6 -3.61 -0.21 16.0558 3.737 3 2.90726 113.3045 0.29435 0 0.2944 53.547 3.8068 -0.016 4 0.8413 2.934It 2.5669 43.70586 6 21.6 1.11 -1.17 -0.15 21.5857 5.1423 3 2.89768 118.5276 0.35361 0 0.3536 60.044 5.2279 -0.004 4 0.8631 2.5754 2.6159 51.67797 7 15.3 0.7 -0.83 -0.12 15.2898 4.5782 3 2.97888 114.3132 0.41077 0 0.4108 36.223 4.7046 -0.004 4 0.9046 2.3537 2.7175 33.09737 8 14.6 0.66 -0.43 -0.08 14.5947 4.5222 3 2.99122 113.7692 0.46765 0 0.4677 30.209 4.6719 -0.002 3 0.9257 2.1294 2.7632 28.42998 9 14.7 0.74 -0.13 -0.08 14.6984 5.0346 3 3.01829 114.6236 0.52496 0.0156 0.5094 27.826 5.221 -0.002 3 0.9472 1.9986 2.8153 26.77125 10 11.7 0.57 -0.2 -0.03 11.6976 4.8728 3 3.08662 112.1568 0.58104 0.0468 0.5342 20.808 5.1275 -0.006 3 0.9785 1.9517 2.8952 20.5043 11 8.6 0.36 -0.13 -0.01 8.59841 4.1868 3 3.15384 108.0436 0.63506 0.078 0.5571 14.295 4.5207 -0.011 3 1 1.8994 2.9791 14.29524 12 7.5 0.28 0.1 -0.01 7.50122 3.7327 3 3.17374 105.8718 0.688 0.1092 0.5788 11.771 4.1097 -0.015 3 1 1.8281 3.0198 11.77132 13 6.4 0.28 0.34 -0.01 6.40416 4.3722 3 3.26923 105.4862 0.74074 0.1404 0.6003 9.4337 4.944 -0.02 3 1 1.7625 3.1449 9.43366 14 8.8 0.32 1.74 0.01 8.8213 3.6276 3 3.10877 107.2442 0.79436 0.1716 0.6228 12.889 3.9866 -0.006 3 1 1.6991 2.9805 12.8892 15 9.8 0.32 1.97 0.05 9.82411 3.2573 3 3.04368 107.5068 0.84812 0.2028 0.6453 13.909 3.5651 -0.007 3 0.9948 1.6355 2.9256 13.87367 16 13.7 0.48 2.21 0.07 13.n71 3.4968 3 2.94376 111.2895 0.90376 0.234 0.6698 19.146 3.7432 -0.006 3 0.9618 1.5525 2.8348 18.81478 17 13.3 0.45 2.36 0.03 13.3289 3.3761 3 2.94493 110.7455 0.95914 0.2652 0.6939 17.826 3.6379 -0.008 3 0.9686 1.5047 2.8497 17.59112 18 10 0.28 2.76 0.05 10.0338 2.7906 3 2.99832 106.5813 1.01243 0.2964 0.716 12.599 3.1038 -0.011 3 0.9976 1.4764 2.9237 12.58751 19 12.3 0.58 3.03 -0.01 12.3371 4.7013 3 3.05883 112.4138 1.06863 0.3276 0.741 15.206 5.1471 -0.01 3 1 1.4279 2.9943 15.20642 20 13.6 0.49 2.94 0.05 13.636 3.5934 3 2.95318 111.4242 1.12434 0.3588 0.7655 16.343 3.9164 -0.012 3 0.9895 1.3775 2.8958 16.28799 21 17.4 0.73 3.17 0.09 17.4388 4.1861 3 2.91004 114.941 1.18182 0.39 0.7918 20.531 4.4904 -0.01 3 0.9767 1.3273 2.8589 20.393 22 11.3 0.44 3.17 0.22 11.3388 3.8805 3 3.03735 110.1867 1.23691 0.4212 0.8157 12.384 4.3556 -0.019 3 1 1.2972 3.0178 12.38419 15.9 1.14 3.24 0.24 15.9397 7.152 3 3.0914 117.9832 1.2959 0.4524 0.8435 17.361 7.7849 -0.015 3 1 1.2544 3.0712 17.36071 33.9 1.05 -5.13 0.2 33.8372 3.1031 4 2.60615 119.2174 1.35551 0.4836 0.8719 37.254 3.2326 -0.026 4 0.8729 1.1841 2.5764 36.34803 25 27.5 1.14 -4.69 0.17 27.4426 4.1541 4 2.75818 119.3083 1.41516 0.5148 0.9004 28.908 4.38 -0.033 4 0.9373 1.1634 2.742 28.61652 26 41.8 2.39 -4.47 0.22 41.7453 5.7252 3 2.72456 125.7479 1.47804 0.546 0.932 43.203 5.9353 -0.022 3 0.9273 1.1248 2.7118 42.8066 27 54.3 2.34 -4.09 0.14 54.2499 4.3134 4 2.55703 126.2323 1.54115 o.sm 0.964 54.68 4.4395 -0.017 4 0.8674 1.0842 2.5507 54.00814 28 38.7 1.95 -4.17 0.12 38.649 5.0454 3 2.70845 124.0712 1.60319 0.6084 0.9948 37.24 5.2638 -0.025 3 0.9322 1.0592 2.7169 37.08427 29 29 1.11 -4.06 0.13 28.9503 3.8342 4 2.71769 119.2436 1.66281 0.6396 1.0232 26.669 4.0678 -0.034 4 0.9437 1.0322 2.7437 26.6182 30 52.6 2.66 -3.98 0.11 52.5513 5.0617 4 2.61721 127.0926 1.72636 0.6708 1.0556 48.15 5.2337 -0.019 4 0.9046 1.0022 2.6371 48.13879 31 44 2.68 -5.74 0.03 43.9297 6.1007 3 2.72958 126.7103 1.78971 0.702 1.0877 38.742 6.3598 -0.026 3 0.9541 0.974 2.7629 38.7 32 26.3 1.13 -5.56 0.01 26.232 4.3077 3 2.7833 119.1338 1.84928 0.7332 1.1161 21.847 4.6344 -0.046 3 0.9868 0.9487 2.8452 21. 33 26.2 0.98 -5.51 -0.06 26.1326 3.7501 4 2.74481 118.0824 1.90832 0.7644 1.1439 21.177 4.0455 -0.048 3 0.9771 0.9266 2.8164 21.2127 34 69.4 1.9 -6.23 -0.12 69.3237 2.7408 5 2.3416 125.3062 1.97097 0.7956 1.1754 57.303 2.821 -0.018 5 0.8145 0.918 2.3857 58.43133 35 157 1.02 -9.64 -0.17 156.882 0.6502 6 1.65965 122.7466 2.03235 0.8268 1.2056 128.45 0.6587 -0.01 6 0.5518 0.9306 1.6922 136.1814 36 220.6 1.61 -10.38 -0.2 220.473 0.7303 6 1.58086 126.9162 2.0958 0.858 1.2378 176.42 0.7373 -0.007 6 0.5232 0.9212 1.6129 190.1246 37 251.8 1.09 -10.6 -0.17 251.67 0.4331 6 1.38922 124.385 2.158 0.8892 1.2688 196.65 0.4369 -0.007 6 0.452 0.9212 1.4227 217.2278 38 237.8 0.74 -9.87 -0.13 237.679 0.3113 6 1.32659 121.4117 2.2187 0.9204 1.2983 181.36 0.3143 -0.007 6 0.4313 0.9156 1.3647 203.7365 39 244.8 0.86 -9.08 -0.14 244.689 0.3515 6 1.34522 122.5822 2.27999 0.9516 1.3284 182.48 0.3548 -0.007 6 0.4412 0.9045 1.3869 207.2186 40 328.8 1.33 -8.56 -0.08 328.695 0.4046 7 1.28062 126.4923 2.34324 0.9828 1.3604 239.89 0.4075 -0.005 7 0.4173 0.9004 1.3201 277.7234 41 287.3 1.02 -7.97 0.01 287.202 0.3552 7 1.29133 124.2214 2.40535 1.014 1.3914 204.69 0.3582 -0.006 6 0.4253 0.8901 1.3374 239.5707 42 206.8 0.82 -7.54 0.03 206.708 0.3967 6 1.43538 121.8223 2.46626 1.0452 1.4211 143.72 0.4015 -0.008 6 0.4865 0.8663 1.4942 167.226 43 103.1 2.85 -8.17 -0.01 103 2.767 5 2.22659 129.2387 2.53088 1.0764 1.4545 69.076 2.8367 -0.017 5 0.8018 0.7748 2.3171 73.57202 44 18.8 0.61 -8.55 -0.02 18.6954 3.2628 4 2.8189 113.7967 2.58778 1.1076 1.4802 10.882 3.787 -0.107 3 1 0.7149 3.0257 10.88217 45 17.6 0.58 -8.81 -0.07 17.4922 3.3158 3 2.846 113.2654 2.64441 1.1388 1.5056 9.8616 3.9063 -0.119 3 1 0.7028 3.0681 9.8616 46 78.5 3.59 -10.15 0.28 78.3758 4.5805 4 2.4696 130.2613 2.70954 1.17 1.5395 49.148 4.7445 -0.025 4 0.9096 0.711 2.5897 50.84377 47 240.2 5.65 -10.32 0.36 240.074 2.3534 6 1.94292 136.3099 2.7777 1.2012 1.5765 150.52 2.381 -0.008 5 0.6947 0.7581 2.0214 170.0078 48 106.9 3.53 -10.68 0.36 106.769 3.3062 5 2.27479 130.892 2.84314 1.2324 1.6107 64.521 3.3966 -0.019 5 0.8381 0.7032 2.3928 69.06212 49 78.5 1.19 -10.58 0.28 78.3705 1.5184 5 2.12723 122.1817 2.90423 1.2636 1.6406 45.998 1.5769 -0.027 5 0.7908 0.7069 2.2658 50.41766 50 83.6 0 -10.53 0.32 83.4711 0 0 0 120.9 2.96468 1.2948 1.6699 48.211 0 -0.026 0 1 0.6336 0 0 Depth 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 C-8 In situ data Basic output data Prqc (tsf) fs (tsf) u (pst) Other qt (tsf) Rf(%) SBT Ic SBT 8 (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 90 2.14 -0.01 0.08 89.9999 2.3778 5 2.21816 126.8132 0.06341 0 0.0634 1418.4 2.3795 Bq SBTn n Cn Ic Qtr, -1E-05 8 0.5471 4.6638 1.819 396.4117 22.8 1.44 0.03 -0.02 22.8004 6.3157 3 2.9406 120.5657 0.12369 0 0.1237 183.34 6.3501 0.0001 9 0.7914 5.4669 2.4607 117.1638 16.6 1.11 0.14 0.04 16.6017 6.6861 3 3.05868 117.8873 0.18263 0 0.1826 89.902 6.7604 0.0006 9 0.8548 4.4891 2.6172 69.6592 14.6 0.94 -3.17 0 14.5612 6.4555 3 3.09123 116.3511 0.24081 0 0.2408 59.468 6.5641 -0.016 3 0.8884 3.725 2.697 50.41405 12.7 0.89 -3.93 0 12.6519 7.0345 3 3.16179 115.6084 0.29861 0 0.2986 41.369 7.2046 -0.023 3 0.9339 3.2592 2.8084 38.05057 15.1 0.8 -3.04 0.07 15.0628 5.3111 3 3.02498 1 15.2537 0.35624 0 0.3562 41.283 5.4398 -0.015 3 0.9052 2.679 2.7259 37.23485 23.3 1.03 -1.73 0.09 23.2788 4.4246 3 2.82985 118.1645 0.41532 0 0.4153 55.05 4.505 -0.005 4 0.8561 2.2269 2.5897 48.11906 27.7 1.48 -1.28 0.08 27.6843 5.346 3 2.82962 121.2395 0.47594 0 0.4759 57.167 5.4395 -0.003 4 0.8739 2.0102 2.6287 51.68932 19.8 0.95 -0.76 0.09 19.7907 4.8002 3 2.90625 117.177 0.53453 0 0.5345 36.024 4.9335 -0.003 3 0.9137 1.8662 2.7239 33.96259 16.1 0.73 -0.48 0.1 16.0941 4.5358 3 2.95908 114.7453 0.5919 0 0.5919 26.19 4.709 -0.002 3 0.9457 1.7322 2.8017 25.37757 16 0.71 -0.18 0.1 15.9978 4.4381 3 2.95511 114.5274 0.64917 0 0.6492 23.644 4.6258 -8E-04 3 0.9575 1.5965 2.826 23.1582 8 0.44 -2.28 0.08 7.97209 5.5193 3 3.25152 109.3275 0.70383 0 0.7038 10.327 6.0537 -0.023 3 1 1.5034 3.1686 10.32673 7.1 0.27 0.52 0.1 7.10636 3.7994 3 3.19747 105.4738 0.75657 0 0.7566 8.3929 4.2521 0.0059 3 1 1.3986 3.1464 8.39291 6.2 0.23 0.89 0.11 6.21089 3.7032 3 3.23982 103.9721 0.80855 0 0.8086 6.6815 4.2574 0.0119 3 1 1.3086 3.2274 6.68149 8.2 0.32 1.16 0.13 8.2142 3.8957 3 3.15189 107.0703 0.86209 0 0.8621 8.5283 4.3525 0.0114 3 1 1.2274 3.1468 8.52826 8.6 0.3 1.63 0.12 8.61995 3.4803 3 3.10675 106.7157 0.91545 0 0.9155 8.4161 3.8938 0.0152 3 1 1.1558 3.1231 8.41612 10.5 0.43 1.86 0.12 10.5228 4.0864 3 3.07678 109.8363 0.97036 0 0.9704 9.8441 4.5015 0.014 3 1 1.0904 3.1055 9.84414 11.9 0.44 2.01 0.12 11.9246 3.6899 3 3.00675 110.3096 1.02552 0 1.0255 10.628 4.037 0.0133 3 1 1.0318 3.0505 10.62787 10.7 0.36 2.16 0.08 10.7264 3.3562 3 3.01988 108.583 1.07981 0 1.0798 8.9336 3.7319 0.0161 3 1 0.9799 3.0913 8.93363 6.9 0.13 2.39 0.1 6.92925 1.8761 3 3.04511 100.0644 1.12984 0.0312 1.0986 5.2787 2.2416 0.0243 3 1 0.9631 3.1647 5.2787 23.8 0.77 2.88 0.14 23.8353 3.2305 4 2.73375 116.0934 1.18789 0.0624 1.1255 20.122 3.4 0.0064 4 0.9643 0.9422 2.785 20.16664 22 9.5 0.46 0.89 0.1 9.51089 4.8366 3 3.1558 110.0832 1.24293 0.0936 1.1493 7.1937 5.5636 -0.004 3 1 0.9206 3.2697 7.19372 15.3 0.87 0.44 0.04 15.3054 5.6843 3 3.03875 115.9065 1.30088 0.1248 1.1761 11.908 6.2123 -0.007 3 1 0.8997 3.1281 11.90774 11.4 0.58 0.82 0.08 11.41 5.0832 3 3.10647 112.2233 1.357 0.156 1.201 8.3706 5.7694 -0.01 3 1 0.881 3.227 8.37059 25 8.9 0.33 0.97 0.08 8.91187 3.7029 3 3.11025 107.4943 1.41074 0.1872 1.2235 6.1307 4.3993 -0.016 3 1 0.8648 3.2662 6.13066 26 13.6 0.87 -0.45 0.06 13.5945 6.3997 3 3.11134 115.6173 1.46855 0.2184 1.2502 9.6996 7.1747 -0.021 3 1 0.8464 3.2366 9.69957 27 32.7 1.8 -0.46 0.04 32.6944 5.5055 3 2.78664 123.0775 1.53009 0.2496 1.2805 24.338 5.7758 -0.009 3 1 0.8263 2.8755 24.33777 28 15.9 1.02 -0.61 0.04 15.8925 6.4181 3 3.06101 117.1622 1.58867 0.2808 1.3079 10.937 7.1309 -0.023 3 1 0.809 3.195 10.93675 29 20.8 0.48 -0.38 0.02 20.7954 2.3082 4 2.6915 112.3026 1.64482 0.312 1.3328 14.368 2.5065 -0.018 4 0.9882 0.7961 2.8221 14.4076 30 19.6 0.61 0.03 0.02 19.6004 3.1122 4 2.79008 113.912 1.70178 0.3432 1.3586 13.174 3.4081 -0.019 3 1 0.7788 2.9317 13.17449 31 23.5 0.78 0.14 32 54.8 3.29 -0.21 33 70.7 3.39 -3.31 34 77.1 37 -5.07 35 115.3 1.5 -9.62 36 187.4 1.66 -10.11 37 240.2 1.63 -9.81 38 292.6 1.38 -9.36 39 342.2 1.54 -8.03 40 400 2.25 -7.12 41 372.8 1.75 -6.05 42 370.5 2.42 -5.23 43 328.6 1.26 -4.62 44 274.2 4.3 -4.35 45 172.4 1.59 -5.54 46 19.6 0.51 -5.72 47 19.9 0.45 -5.43 48 90 1.77 -4.73 49 394.7 3.63 -9.27 50 357.2 0 -9.44 0.08 23.5017 3.3189 4 2.74591 116.1535 1.75986 0.3744 1.3855 15.693 3.5876 -0.017 3 1 0.7637 2.8848 15.69293 0.2 54.7974 6.0039 3 2.66016 128.75 1.82423 0.4056 1.4186 37.341 6.2107 -0.008 3 0.9702 0.7524 2.7641 37.66906 0.28 70.6595 4.7977 4 2.51418 129.5891 1.88903 0.4368 1.4522 47.355 4.9294 -0.01 4 0.915 0.7485 2.6149 48.6469 0.25 77.0379 4.8028 4 2.49014 130.4402 1.95425 0.468 1.4863 50.519 4.9278 -0.011 4 0.9089 0.7343 2.5945 52.10765 0.33 115.182 1.3023 6 1.9584 124.8149 2.01665 0.4992 1.5175 74.576 1.3255 -0.011 5 0.7032 0.776 2.0512 82.99815 0.45 187.276 0.8864 6 1.69019 126.742 2.08002 0.5304 1.5496 119.51 0.8964 -0.007 6 0.5976 0.7961 1.77 139.3408 0.49 240.08 0.6789 6 1.53223 127.2144 2.14363 0.5616 1.582 150.4 0.6851 -0.005 6 0.5372 0.8057 1.6073 181.1731 0.47 292.485 0.4718 6 1.36253 126.4777 2.20687 0.5928 1.6141 179.84 0.4754 -0.004 6 0.4726 0.8191 1.4337 224.706 0.37 342.102 0.4502 7 1.29811 127.6625 2.2707 0.624 1.6467 206.37 0.4532 -0.004 6 0.4488 0.82 1.3672 263.344 0.21 399.913 0.5626 7 1.31833 130.8176 2.33611 0.6552 1.6809 236.52 0.5659 -0.003 6 0.4575 0.8092 1.3859 304.0337 0.07 372.726 0.4695 7 1.28344 128.807 2.40051 0.6864 1.7141 216.04 0.4726 -0.003 6 0.4479 0.8057 1.3565 281.9731 0.04 370.436 0.6533 6 1.38873 131.1638 2.4661 0.7176 1.7485 210.45 0.6577 -0.003 6 0.4915 0.7813 1.4665 271.6934 0.06 328.543 0.3835 7 1.26587 126.0956 2.52914 0.7488 1.7803 183.12 0.3865 -0.003 6 0.4488 0.7917 1.3505 243.9405 0.06 274.147 1.5685 6 1.76632 134.6358 2.59646 0.78 1.8165 149.49 1.5835 -0.004 6 0.6472 0.7049 1.867 180.8917 0.06 172.332 0.9226 6 1.72837 126.2239 2.65957 0.8112 1.8484 91.796 0.9371 -0.007 6 0.6441 0.6982 1.8546 111.9576 0.06 19.53 2.6114 4 2.74521 112.5931 2.71587 0.8424 1.8735 8.9749 3.0332 -0.075 3 1 0.5648 3.0384 8.97486 0.14 19.8335 2.2689 4 2.70381 111.7149 2.77173 0.8736 1.8981 8.9888 2.6375 -0.074 3 1 0.5575 3.0042 8.98876 0.2 89.9421 1.9679 5 2.15999 125.4227 2.83444 0.9048 1.9296 45.142 2.032 -0.014 5 0.8326 0.6064 2.3396 49.91782 0.28 394.587 0.92 6 1.48607 134.2846 2.90158 0.936 1.9656 199.27 0.9268 -0.004 6 0.5464 0.7129 1.5838 263.8977 0.26 357.084 0 0 0 120.9 2.96203 0.9672 1.9948 177.52 0 -0.005 0 1 0.5304 0 0 C-9 In situ data Basic output data Depth qc (tsf) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT i (pco 6,v (tsf) uo (tsf)6',vo Qtl (ft)(tso (%) 1 157.6 5.49 0.13 0.33 157.602 3.4835 8 2.18788 135.0732 0.06754 0 0.0675 2332.6 3.485 SBTn n Cn Ic Qtn 8 0.5642 4.7233 1.8691 703. 2 44.2 2.18 0.29 0.29 44.2036 4.9317 4 2.66057 125.2146 0.13014 0 0.1301 338.65 4.9463 0.0005 9 0.7169 4.492 2.2582 187.1 3 37.5 1.9 0.02 0.29 37.5002 5.0666 3 2.71898 123.8076 0.19205 0 0.1921 194.27 5.0927 4E-05 9 0.7569 3.6388 2.3596 128.301 4 50.2 2.45 -0.61 0.29 50.1925 4.8812 4 2.61926 126.3788 0.25524 0 0.2552 195.65 4.9062 -9E-04 9 0.7491 2.9017 2.33 136.946 5 46.4 2.66 -1.54 0.24 46.3812 5.7351 3 2.69386 126.7879 0.31863 0 0.3186 144.56 5.7748 -0.002 9 0.793 2.5904 2.4365 112.7658 6 33.5 1.84 -0.5 0.34 33.4939 5.4935 3 2.77853 123.2972 0.38028 0 0.3803 87.On 5.5566 -0.001 9 0.8341 2.3479 2.5363 73.47876 7 26.5 1.23 -1.1 0.43 26.4865 4.6439 3 2.80204 119.7778 0.44017 0 0.4402 59.174 4.7224 -0.003 4 0.8541 2.1151 2.5812 52.06469 8 77.8 2.54 -1.57 0.61 77.7808 3.2656 5 2.36185 127.7111 0.50402 0 0.504 153.32 3.2869 -0.001 5 0.7ln 1.7028 2.2154 124.3624 9 32.1 1.53 -1.28 0.66 32.0843 4.7687 3 2.749 121.8424 0.56495 0 0.565 55.792 4.8542 -0.003 4 0.8652 1.721 2.5945 51.26523 10 23.9 1.2 -2.05 0.66 23.8749 5.0262 3 2.85851 119.3439 0.62462 0 0.6246 37.223 5.1612 -0.006 3 0.9173 1.6218 2.723 35.63568 11 25.2 1.28 -2.42 0.8 25.1704 5.0853 3 2.845 119.945 0.68459 0 0.6846 35.767 5.2275 -0.007 3 0.9249 1.4959 2.7358 34.6164 12 31.2 1.92 -3.65 1.01 31.1553 6.1627 3 2.83605 123.4321 0.74631 0 0.7463 40.746 6.3139 -0.009 3 0.9342 1.3856 2.7528 39.82077 13 22.2 1.6 -2.53 0.96 22.169 7.2173 3 2.98947 121.2681 0.80694 0 0.8069 26.473 7.4899 -0.009 3 1 1.3113 2.9288 26.47297 14 14.8 0.62 -5.63 1.04 14.7311 4.2088 3 2.9686 113.3344 0.86361 0 0.8636 16.058 4.4709 -0.029 3 1 1.2252 2.9369 16.05763 15 11.9 0.59 -5.7 1. 11 11.8302 4.9872 3 3.08902 112.4366 0.91983 0 0.9198 11.861 5.4077 -0.038 3 1 1.1503 3.091 11.86139 16 6.6 0.26 -6.35 1.14 6.52228 3.9863 3 3.24 104.9885 0.97232 0.0156 0.9567 5.801 4.6847 -0.085 3 1 1.106 3.3015 5.80103 17 7.5 0.37 -5.99 1.15 7.42668 4.982 3 3.24968 107.8868 1.02626 0.0468 0.9795 6.5346 5.7809 -0.075 3 1 1.0803 3.313 6.53462 18 20.9 1.07 -5.92 1.14 20.8275 5.1374 3 2.909 118.1719 1.08535 0.078 1.0074 19.598 5.4199 -0.026 3 1 1.0504 2.9259 19.59816 19 17 0.98 -6 1.23 16.9266 5.7897 3 3.0109 117.0232 1.14386 0.1092 1.0347 15.254 6.2093 -0.034 3 1 1.0227 3.0465 15.25399 20 8.3 0.44 -6.07 1.31 8.2257 5.3491 3 3.23247 109.4039 1.19856 0.1404 1.0582 6.6409 6.2614 -0.082 3 1 1 3.3283 6.64089 21 16.6 0.66 -5.67 1.31 16.5306 3.9926 3 2.91518 114.0729 1.2556 0.1716 1.084 14.091 4.3208 -0.038 3 1 0.9761 2.9716 14.09134 22 7.2 0.32 -6.14 1.27 7.12485 4.4913 3 3.238 106.7233 1.30896 0.2028 1.1062 5.2577 5.5022 -0.111 3 1 0.9566 3.3767 5.25772 20.9 0.89 -5.05 1.24 20.8382 4.271 3 2.85622 116.8254 1.36737 0.234 1.1334 17.18 4.5709 -0.031 3 1 0.9336 2.9206 17.17953 24 20.7 1.53 -5.38 1.15 20.6342 7.4149 3 3.02005 120.7658 1.42776 0.2652 1.1626 16.521 7.9661 -0.034 3 1 0.9102 3.0937 16.52083 25 26.4 1.27 -5.3 1.13 26.3351 4.8225 3 2.81494 119.998 1.48776 0.2964 1.1914 20.856 5.1112 -0.027 3 1 0.8882 2.8888 20.85639 26 23.5 1.24 -5.17 1.09 23.4367 5.2908 3 2.87947 119.5387 1.54752 0.3276 1.2199 17.943 5.6649 -0.032 3 1 0.8674 2.9673 17.94307 27 14.5 0.41 -5.46 1.15 14.4332 2.8407 3 2.87286 110.2585 1.60265 0.3588 1.2439 10.315 3.1955 -0.059 3 1 0.8507 3.0014 10.31513 28 21.8 0.69 -5.11 1.17 21.7375 3.1742 4 2.76009 115.0661 1.66019 0.39 1.2702 15.807 3.4367 -0.038 3 1 0.833 2.8709 15.80655 29 29.8 1.41 -4.99 1.23 29.7389 4.7413 3 2.n122 121.0596 1.72072 0.4212 1.2995 21.56 5.0324 -0.028 3 1 0.8142 2.8735 21.56048 30 20.2 1.22 -5.1 1.25 20.1376 6.0583 3 2.96779 119.0497 1.78024 0.4524 1.3278 13.825 6.6458 -0.045 3 1 0.7969 3.098 13.82495 31 36.2 1.95 -6.05 1.34 36.126 5.3978 3 2.74991 123.9066 1.84219 0.4836 1.3586 25.235 5.6878 -0.027 3 1 0.7788 2.8596 25.2 32 72.2 4.83 -6.32 0.88 72.1226 6.6969 9 2.61985 132.2294 1.90831 0.5148 1.3935 50.387 6.8789 -0.014 3 0.9478 0.7703 2.7085 51.1 33 113.9 5.25 -6.34 0.7 113.822 4.6125 9 2.37021 133.9524 1.97529 0.546 1.4293 78.254 4.6939 -0.009 9 0.8511 O.n42 2.45 81.8 49.3 2.45 -8.3 1 49.1984 4.9798 4 2.63154 126.33 2.03845 0.5772 1.4613 32.274 5.1951 -0.025 3 0.9677 0.7317 2.7523 32.61193 106.1 7.15 -7.76 0.98 106.005 6.745 9 2.52128 136.0389 2.10647 0.6084 1.4981 69.355 6.8817 -0.011 9 0.9179 0.7268 2.6167 71.36418 36 145.4 5.59 -8.14 0.99 145.3 3.8472 8 2.24354 135.007 2.17397 0.6396 1.5344 93.28 3.9056 -0.009 4 0.8116 0.7396 2.3329 100.0443 37 232.9 4.7 -8.84 1.01 232.792 2.019 6 1.89669 134.8878 2.24142 0.6708 1.5706 146.79 2.0386 -0.006 6 0.6763 0.7656 1.9738 166.8138 38 91 4.97 -9.36 0.74 90.8854 5.4684 9 2.4885 133.0025 2.30792 0.702 1.6059 55.157 5.6109 -0.016 4 0.9207 0.6811 2.6106 57.01321 39 79.9 4.1 -9.23 0.57 79.787 5.1387 9 2.50291 131.2768 2.37356 0.7332 1.6404 47.193 5.2962 -0.018 4 0.9328 0.6644 2.638 48.60503 40 159.9 3.76 -9.75 0.55 159.781 2.3532 5 2.04941 132.3371 2.43973 0.7644 1.6753 93.917 2.3897 -0.009 5 0.7508 0.7082 2.1564 105.3122 41 84 3.24 -10.03 0.53 83.8772 3.8628 4 2.39428 129.6762 2.50456 0.7956 1.709 47.615 3.9817 -0.019 4 0.8986 0.65 2.5396 49.98604 42 174.7 3.01 -9.74 0.55 174.581 1.7241 6 1.92105 130.9253 2.57003 0.8268 1.7432 98.674 1.7499 -0.009 5 0.7072 0.7025 2.0335 114.2068 43 245.9 3.44 -9.21 0.55 245.787 1.3996 6 1.75633 132.7367 2.63639 0.858 1.7784 136.72 1.4148 -0.006 6 0.6418 0.7166 1.8573 164.6769 148.9 2.51 -8.26 0.57 148.799 1.6868 6 1.95998 129.2064 2.701 0.8892 1.8118 80.637 1.718 -0.01 5 0.7321 0.6745 2.0904 93.13312 45 24.9 0.47 -6.85 0.64 24.8162 1.8939 4 2.579 112.5797 2.75729 0.9204 1.8369 12.009 2.1307 -0.064 4 1 0.576 2.8482 12.00883 46 28.1 0.93 -6.27 0.7 28.0233 3.3187 4 2.68723 117.8696 2.81622 0.9516 1.8646 13.519 3.6895 -0.056 3 1 0.5675 2.9436 13.51857 47 28.8 1.29 -5.92 0.66 28.7275 4.4905 3 2.76617 120.3244 2.87638 0.9828 1.8936 13.652 4.9901 -0.055 3 1 0.5588 3.0217 13.65197 48 26.5 1.37 -5.44 O.n 26.4334 5.1828 3 2.83501 120.5616 2.93667 1.014 1.9227 12.221 5.8306 -0.06 3 1 0.5503 3.1018 12.22092 49 23.3 0.76 -6.22 0.81 23.2239 3.2725 4 2.74604 115.9344 2.99463 1.0452 1.9494 10.377 3.7569 -0.074 3 1 0.5428 3.0403 10.37699 50 21.7 0 -5.62 0.75 21.6312 0 0 0 120.9 3.05508 1.0764 1.9787 9.3881 0 -0.08 0 1 0.5348 0 0 Depth 1 2 C-10 In situ data Basic output data Frqc (tsf) fs (tsf) u (psl) Other qt (tsf) Rf(%) SBT Ic SBT 3 (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsr) (%) 19.8 0.64 0.02 -0.18 19.8002 3.2323 4 2.79675 114.288 0.05714 0 0.0571 345.5 3.2416 8.4 0.63 0.1 -0.15 8.40122 7.4989 3 3.31585 112.0818 0.11318 0 0.1132 73.226 7.6013 Bq SBTn n Cn Ic Qtn 7E-05 5 0.6868 7.4225 2.1819 138.4962 0.0009 3 0.8869 7.2605 2.7121 56.87068 3 9.5 0.62 -3.44 4 9.8 0.44 0.3 5 10 0.38 -0.43 6 14.1 0.62 -0.48 7 15.7 0.79 0.1 8 14 0.68 0.99 9 14.2 0.63 -0.16 10 10.4 0.61 1.09 11 8 0.35 2.78 12 8.9 0.51 1.81 13 9.4 0.53 1.44 14 13.8 0.63 4.47 15 13.4 0.65 4.54 16 10.8 0.52 5.48 17 8.3 0.36 4.89 18 11.4 0.5 5.51 19 10.5 0.44 3.66 20 15.4 0.84 2.69 21 11.2 0.49 2.72 22 10.1 0.36 4.26 23 47.2 1.01 -8.09 24 10 0.49 -5.83 25 10.4 0.27 -3.3 26 28 1.33 -2.18 27 18.5 0.82 -1.37 28 12.5 0.35 -0.81 29 14.9 0.38 1.89 30 14.6 0.53 2.13 31 8.1 0.21 -0.47 32 34.5 1.3 3.35 33 61.7 3.18 -7.38 34 67.7 3.06 -6.08 35 57.7 3.83 -4.96 36 105.6 4.81 -5.96 37 54.8 4.1 -4.25 38 95.3 6.88 -4.18 39 46.1 2.33 -3.62 40 102.9 3.21 -3.8 41 249.8 5.64 -2.39 42 339.2 3.27 -1.2 43 308.5 3.55 0.69 44 284.5 5.77 4.18 45 137.1 3.24 -0.79 46 20.8 0.44 3.41 47 49.5 2.5 10.82 48 16.6 0.61 4.43 49 42 2.14 3.69 50 22.8 0 16.27 -0.14 9.45789 6.5554 3 3.2391 112.2536 0.16931 0 0.1693 54.861 6.6749 -0.027 3 0.8979 5.1828 2.7319 45.49682 -0.07 9.80367 4.4881 3 3.12575 109.8319 0.22423 0 0.2242 42.722 4.5932 0.0023 4 0.8835 3.9388 2.6871 35.65945 0.14 9.99474 3.802 3 3.07634 108.8063 0.27863 0 0.2786 34.871 3.911 -0.003 4 0.8887 3.2733 2.6931 30.05717 0.21 14.0941 4.399 3 2.99557 113.2266 0.33524 0 0.3352 41.041 4.5062 -0.003 4 0.886 2.7685 2.6783 35.99956 0.26 15.7012 5.0315 3 2.99607 115.2629 0.39288 0 0.3929 38.965 5.1606 0.0005 3 0.9063 2.4544 2.724 35.50927 0.27 14.0121 4.8529 3 3.02425 113.8882 0.44982 0 0.4498 30.151 5.0139 0.0053 3 0.9327 2.2207 2.7839 28.46407 0.3 14.198 4.4372 3 2.99541 113.3616 0.5065 0 0.5065 27.032 4.6014 -8E-04 3 0.9373 1.9948 2.7895 25.81135 0.36 10.4133 5.8579 3 3.1759 112.3694 0.56269 0 0.5627 17.507 6.1925 0.008 3 1 1.8805 3.001 17.50652 0.4 8.03403 4.3565 3 3.18785 107.6719 0.61652 0 0.6165 12.031 4.7186 0.027 3 1 1.7163 3.0491 12.03123 0.4 8.92215 5.7161 3 3.22198 110.6823 0.67186 0 0.6719 12.28 6.1816 0.0158 3 1 1.5749 3.1165 12.27974 0.42 9.41763 5.6278 3 3.19931 111.0956 0.72741 0 0.7274 11.947 6.0988 0.0119 3 1 1.4546 3.1219 11.94679 0.47 13.8547 4.5472 3 3.01035 113.3019 0.78406 0 0.7841 16.67 4.82 0.0246 3 1 1.3495 2.9454 16.67045 0.5 13.4556 4.8307 3 3.03668 113.4592 0.84079 0 0.8408 15.003 5.1527 0.0259 3 1 1.2585 2.9991 15.00347 0.5 10.8671 4.7851 3 3.10699 111.3054 0.89644 0 0.8964 11.122 5.2153 0.0396 3 1 1.1803 3.1029 11.12243 0.53 8.35985 4.3063 3 3.1709 107.975 0.95043 0 0.9504 7.7959 4.8587 0.0475 3 1 1.1133 3.2065 7.79586 0.56 11.4674 4.3602 3 3.06387 111.1496 1.00601 0 1.006 10.399 4.7795 0.0379 3 1 1.0518 3.1024 10.39899 0.63 10.5448 4.ln7 3 3.08146 110.0096 1.06101 0 1.061 8.9385 4.6395 0.0278 3 1 0.9973 3.1469 8.93845 0.66 15.4329 5.4429 3 3.02379 115.6699 1.11885 0 1.1189 12.794 5.8684 0.0135 3 1 0.9457 3.0884 12.79362 0.7 11.2333 4.362 3 3.07111 110.9514 1.17432 0 1.1743 8.5658 4.8713 0.0195 3 1 0.901 3.1744 8.56578 0.72 10.1521 3.5461 3 3.0532 108.4488 1.22855 0 1.2286 7.2636 4.0343 0.0344 3 1 0.8613 3.1843 7.26355 0.8 47.101 2.1443 5 2.39257 119.7399 1.28842 0 1.2884 35.557 2.2046 -0.013 5 0.8503 0.8458 2.4653 36.62138 0.83 9.92864 4.9352 3 3.14626 110.6503 1.34374 0.0156 1.3281 6.4639 5.7077 -0.051 3 1 0.7967 3.3135 6.46385 0.77 10.3596 2.6063 3 2.97034 106.3931 1.39694 0.0468 1.3501 6.6383 3.0125 -0.032 3 1 0.7837 3.1461 6.63834 0.68 27.9733 4.7545 3 2.7915 120.4829 1.45718 0.078 1.3792 19.226 5.0158 -0.009 3 1 0.7672 2.9098 19.22604 0.72 18.4832 4.4365 3 2.90667 115.9335 1.51515 0.1092 1.406 12.069 4.8326 -0.012 3 1 0.7526 3.0545 12.06881 0.83 12.4901 MON 3 2.92075 108.7481 1.56952 0.1404 1.4291 7.6415 3.205 -0.018 3 1 0.7404 3.1097 7.64147 0.89 14.9231 2.5464 4 2.83357 109.784 1.62441 0.1716 1.4528 9.1538 2.8574 -0.003 3 1 0.7283 3.0168 9.15378 0.93 14.6261 3.6237 3 2.93112 112.1693 1.6805 0.2028 1.4777 8.7607 4.0941 -0.004 3 1 0.7161 3.1217 8.76065 0.89 8.09425 2.5944 3 3.0593 103.9524 1.73247 0.234 1.4985 4.2455 3.301 -0.042 3 1 0.7061 3.3317 4.24551 0.99 34.541 3.7636 4 2.65535 120.8304 1.79289 0.2652 1.5277 21.436 3.9697 -7E-04 3 0.9919 0.6947 2.8066 21.50042 0.76 61.6097 5.1615 4 2.57726 128.7869 1.85728 0.2964 1.5609 38.281 5.322 -0.014 3 0.9546 0.69 2.7054 38.96287 0.44 67.6256 4.5249 4 2.50763 128.7327 1.92165 0.3276 1.5941 41.218 4.6573 -0.012 4 0.9306 0.6829 2.6382 42.40691 0.53 57.6393 6.6448 3 2.67915 129.9853 1.98664 0.3588 1.6278 34.188 6.882 -0.013 3 1 0.65 2.8254 34.18804 0.81 105.527 4.5581 9 2.38624 133.1274 2.0532 0.39 1.6632 62.214 4.6485 -0.008 4 0.8849 0.6702 2.5092 65.53906 0.88 54.748 7.4889 3 2.73325 130.3582 2.11838 0.4212 1.6972 31.01 7.7903 -0.014 3 1 0.6235 2.8936 31.00998 1.13 95.2488 7.2232 9 2.57262 135.4963 2.18613 0.4524 1.7337 53.678 7.3929 -0.008 3 0.9661 0.6206 2.7141 54.58448 1.22 46.0557 5.0591 4 2.65622 125.8016 2.24903 0.4836 1.7654 24.814 5.3188 -0.017 3 1 0.5994 2.8448 24.81357 1.28 102.853 3.1209 5 2.26628 130.1056 2.31408 0.5148 1.7993 55.877 3.1928 -0.008 5 0.8552 0.6351 2.4139 60.3416 1.4 249.771 2.2581 6 1.91834 136.3935 2.38228 0.546 1.8363 134.72 2.2798 -0.003 5 0.7087 0.6766 2.026 158.187 1.42 339.185 0.9641 6 1.54252 133.1514 2.44886 0.5772 1.8717 179.91 0.9711 -0.002 6 0.5625 0.7256 1.6377 230.903 1.44 308.508 1.1507 6 1.62832 133.5213 2.51562 0.6084 1.9072 160.44 1.1602 -0.002 6 0.6003 0.7021 1.7324 203.0436 1.42 284.551 2.0278 6 1.84774 136.8782 2.58406 0.6396 1.9445 145.01 2.0463 -0.001 6 0.6894 0.6574 1.9617 175.1832 1.18 137.09 2.3634 5 2.09338 130.8745 2.64949 0.6708 1.9787 67.944 2.41 -0.005 5 0.8019 0.6053 2.2529 76.91294 1.3 20.8417 2.1112 4 2.6681 111.6714 2.70533 0.702 2.0033 9.0531 2.4261 -0.025 3 1 0.5282 2.9819 9.05313 1.2 49.6324 5.037 4 2.63255 126.4993 2.76858 0.7332 2.0354 23.025 5.3346 0.001 3 1 0.5199 2.8695 23.02463 1.15 16.6542 3.6627 3 2.88938 113.5147 2.82534 0.7644 2.0609 6.71 4.4111 -0.032 3 1 0.5134 3.2347 6.71 1.13 42.0452 5.0898 4 2.68554 124.957 2.88781 0.7956 2.0922 18.716 5.4651 -0.014 3 1 0.5057 2.9432 18.71574 1.11 22.9991 0 0 0 120.9 2.94826 0.8268 2.1215 9.4514 o o.oin o 1 0.4988 0 0 C-11 In situ data Basic output data Frt: qc (51) fs (tff) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT 8 (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 1 238.5 7.85 0.1 2.49 238.501 3.2914 8 2.06549 137.28 0.06864 0 0.0686 3473.7 3.2923 2 108.9 2.02 -0.45 2.7 108.894 1.855 5 2.08316 126.8557 0.13207 0 0.1321 823.53 1.8573 3 22.2 1.52 -0.87 2.71 22.1894 6.8501 3 2.97346 120.895 0.19252 0 0.1925 114.26 6.9101 Bq SBTn n Cn Ic Qtn 3E-05 8 0.5393 4.3717 1.8017 985. -3E-04 6 0.5348 3.0434 1.7795 312. -0.003 9 0.8364 4.1592 2.5675 86.46503 4 23.2 1.38 0.27 2.73 23.2033 5.9474 3 2.91717 120.297 0.25266 0 0.2527 90.835 6.0129 0.0009 9 0.8397 3.3285 2.56n 72.19645 5 17.9 1.18 -1.59 2.74 17.8805 6.5994 3 3.03097 118.5158 0.31192 0 0.3119 56.324 6.7165 -0.007 3 0.8966 2.9897 2.709 49.64002 6 18.4 1.13 -1.78 2.78 18.3782 6.1486 3 3.00151 118.266 0.37105 0 0.3711 48.53 6.2753 -0.007 3 0.9045 2.5801 2.7222 43.90944 7 18.9 1.17 -1.87 2.83 18.8771 6.198 3 2.99522 118.5858 0.43035 0 0.4304 42.865 6.3426 -0.007 3 0.9204 2.2888 2.7537 39.90205 8 22.8 1.3 -1.4 2.87 22.7829 5.706 3 2.91073 119.8154 0.49026 0 0.4903 45.471 5.8315 -0.005 3 0.9063 2.0082 2.7096 42.309 9 12.6 0.93 -0.32 2.86 12.5961 7.3833 3 3.17701 115.9193 0.54821 0 0.5482 21.977 7.7192 -0.002 3 1 1.9301 2.9951 21.97654 10 11.3 0.84 0.1 2.8 11.3012 7.4328 3 3.21456 114.91 0.60567 0 0.6057 17.659 7.8537 0.0007 3 1 1.747 3.0685 17.65905 11 10.1 0.74 0.29 2.81 10.1036 7.3242 3 3.24755 113.7093 0.66252 0 0.6625 14.25 7.8381 0.0022 3 1 1.5971 3.136 14.25007 12 9.6 0.71 0.48 2.82 9.60588 7.3913 3 3.26694 113.2833 0.71917 0 0.7192 12.357 7.9895 0.0039 3 1 1.4713 3.1875 12.35696 13 9.8 0.67 0.85 2.87 9.8104 6.8295 3 3.23801 112.9104 0.77562 0 0.7756 11.648 7.4158 0.0068 3 1 1.3642 3.1854 11.64844 14 8.4 0.66 1.14 2.93 8.41395 7.844It 3 3.32773 112.4258 0.83183 0 0.8318 9.1149 8.7047 0.0108 3 1 1.272 3.3115 9.11494 15 11.7 0.69 1.51 2.95 11.7185 5.8881 3 3.13749 113.5591 0.88861 0 0.8886 12.187 6.3713 0.01 3 1 1.1907 3.1275 12.18737 16 10.3 0.69 1.89 2.98 10.3231 6.684 3 3.21499 113.2499 0.94524 0 0.9452 9.9212 7.3577 0.0145 3 1 1.1194 3.2361 9.92119 17 9.2 0.61 2.17 3.03 9.22656 6.6114 3 3.24979 112.0743 1.00128 0 1.0013 8.2148 7.4162 0.019 3 1 1.0568 3.3014 8.2148 18 10.2 0.62 2.73 3.09 10.2334 6.0586 3 3.19097 112.4459 1.0575 0 1.0575 8.677 6.7568 0.0214 3 1 1.0006 3.2574 8.677 19 9.3 0.67 3.01 3.13 9.33684 7.1759 3 3.26826 112.7897 1.11389 0 1.1139 7.3822 8.1479 0.0264 3 1 0.9499 3.3632 7.38217 20 14.6 0.88 2.52 3.22 14.6308 6.0147 3 3.06958 115.8802 1.17183 0 1.1718 11.485 6.5384 0.0135 3 1 0.903 3.1545 11.48543 21 17.6 0.91 -3.45 3.3 17.5578 5.1829 3 2.96738 116.5702 1.23012 0.0312 1.1989 13.619 5.5734 -0.017 3 1 0.8826 3.0532 13.61865 22 10.7 0.8 -3 3.3 10.6633 7.5024 3 3.23638 114.4113 1.28732 0.0624 1.2249 7.6543 8.5325 -0.03 3 1 0.8638 3.3638 7.65431 23 26.4 0.48 -2.81 3.34 26.3656 1.8206 4 2.54762 112.8815 1.34377 0.0936 1.2502 20.015 1.9183 -0.012 4 0.9124 0.8588 2.6333 20.30937 24 32.1 1.11 -2.43 3.36 32.0703 3.4612 4 2.65494 119.4932 1.40351 0.1248 1.2787 23.983 3.6196 -0.01 4 0.955 0.8346 2.7417 24.18767 25 13.2 0.77 -4.24 3.4 13.1481 5.8564 3 3.09749 114.6425 146083 0.156 1.3048 8.9569 6.5884 -0.039 3 1 0.8109 3.2398 8.95691 26 12.7 0.73 -3.46 3.42 12.6577 5.7673 3 3.10592 114.1594 1.51791 0.18n 1.3307 8.3713 6.5531 -0.039 3 1 0.7951 3.2612 8.37126 27 17.6 1.21 -3.55 3.44 17.5566 6.892 3 3.04954 118.6549 1.57724 0.2184 1.3588 11.76 7.5723 -0.03 3 1 0.7787 3.1882 11.75952 28 12 0.9 -3.55 3.48 11.9566 7.5273 3 3.1996 115.5523 1.63502 0.2496 1.3854 7.4501 8.7196 -0.049 3 1 0.7638 3.3788 7.45013 29 15.2 0.85 -3.46 3.52 15.1577 5.6077 3 3.03813 115.7126 1.69287 0.2808 1.4121 9.5355 6.3128 -0.039 3 1 0.7493 3.207 9.53547 30 16.7 1.15 -3.46 3.42 16.6577 6.9037 3 3.06692 118.1546 1.75195 0.312 1.44 10.352 7.7152 -0.038 3 1 0.7348 3.2354 10.35154 31 29.5 1.24 -3.18 3.35 29.4611 4.2089 4 2.73911 120.0966 1.812 0.3432 1.4688 18.824 4.4848 -0.021 3 1 0.7204 2.8849 18. 32 23.3 1.43 -3.09 3.32 23.2622 6.1473 3 2.92621 120.5636 1.87228 0.3744 1.4979 14.28 6.6854 -0.028 3 1 0.7064 3.0892 14. 33 37.2 2.7 -2.81 3.38 37.1656 7.2648 3 2.83457 126.3569 1.93546 0.4056 1.5299 23.028 7.6639 -0.017 3 1 0.6916 2.9785 23. 8 0 199.9 8.78 -8.16 3.83 199.8 4.3944 9 2.21266 137.28 2.0041 0.4368 1.5673 126.2 4.4389 -0.005 9 0.7988 0.7306 2.2952 136.582 61.1 3.79 -9.19 4.24 60.9875 6.2144 3 2.64111 130.0462 2.06912 0.468 1.6011 36.798 6.4326 -0.019 3 0.985 0.665 2.7803 37.0279 36 82.1 4.86 -9.1 4.19 81.9886 5.9277 9 2.54371 132.5874 2.13542 0.4992 1.6362 48.804 6.0862 -0.014 3 0.9466 0.6619 2.675 49.9531 37 142.9 3.51 -9.37 4.11 142.785 2.4582 5 2.09506 131.5594 2.2012 0.5304 1.6708 84.142 2.4967 -0.009 5 0.7692 0.7037 2.2053 93.4974 117 5.71 -9.47 4.07 116.884 4.8852 9 2.38317 134.6317 2.26851 0.5616 1.7069 67.148 4.9819 -0.011 4 0.8872 0.6543 2.5098 70.86985 207.9 2.88 -9.37 4.09 207.785 1.3861 6 1.79988 131.0269 2.33402 0.5928 1.7412 117.99 1.4018 -0.006 6 0.6573 0.7208 1.9029 139.9531 261.6 1.93 -9.62 4.11 261.482 0.7381 6 1.53105 128.6588 2.39835 0.624 1.7744 146.02 0.7449 -0.005 6 0.5537 0.7511 1.6266 183.9099 41 235 2.67 -9.47 4.11 234.884 1.1367 6 1.69999 130.7719 2.46374 0.6552 1.8085 128.51 1.1488 -0.006 6 0.6235 0.7159 1.8057 157.2494 42 273.3 1.85 -9.19 4.13 273.188 0.6m 6 1.49114 128.4558 2.52797 0.6864 1.8416 146.97 0.6835 -0.005 6 0.5439 0.7398 1.5924 189.2379 43 226.5 1.67 -8.8 4.16 226.392 0.7377 6 1.57552 127.2486 2.59159 0.7176 1.874 119.42 0.7462 -0.006 6 0.5827 0.7167 1.6902 151.5986 44 334.7 1.77 -8.44 4.11 334.597 0.529 6 1.35315 128.6269 2.65591 0.7488 1.9071 174.05 0.5332 -0.004 6 0.4932 0.7479 1.4512 234.6099 45 404.3 1.25 -7.78 4.05 404.205 0.3093 7 1.13708 126.5428 2.71918 0.78 1.9392 207.04 0.3113 -0.003 7 0.4095 0.7803 1.2272 296.0814 46 53.4 1.49 -7.5 3.99 53.3082 2.7951 5 2.42935 122.8869 2.78062 0.8112 1.9694 25.656 2.9489 -0.027 4 0.9551 0.5525 2.6556 26.38179 47 16.5 0.44 -6.13 3.99 16.425 2.6789 4 2.81242 111.0905 2.83617 0.8424 1.9938 6.8157 3.238 -0.094 3 1 0.5307 3.1536 6.81565 48 17.5 0.78 -5.74 4.03 17.4297 4.4751 3 2.92865 115.4245 2.89388 0.8736 2.0203 7.195 5.366 -0.089 3 1 0.5237 3.2602 7.19498 49 51.8 2.35 -5.15 4.04 51.737 4.5422 4 2.58749 126.1478 2.95695 0.9048 2.0522 23.77 4.8176 -0.026 3 1 0.5156 2.8294 23.77018 50 201.1 3.73 -6.89 4.03 201.016 1.8556 6 1.90651 132.8384 3.02337 0.936 2.0874 94.852 1.8839 -0.007 5 0.7328 0.6078 2.0579 113.7336 51 206.8 3.32 -6.99 4.05 206.714 1.6061 6 1.8502 132.0546 3.0894 0.9672 2.1222 95.95 1.6305 -0.007 6 0.7139 0.6084 2.0039 117.0892 52 142.7 4.49 -7.41 4.09 142.609 3.1485 5 2.1791 133.3581 3.15608 0.9984 2.1577 64.631 3.2197 -0.011 5 0.8529 0.5446 2.3644 71.n482 53 31.9 1.32 -7.12 4.16 31.8129 4.1493 4 2.71033 120.7414 3.21645 1.02% 2.1869 13.077 4.616 -0.054 3 1 0.4839 3.0149 13.07654 54 23 0.67 -5.72 4.27 22.93 2.9219 4 2.71956 114.9811 3.27394 1.0608 2.2131 8.8815 3.4086 -0.075 3 1 0.4781 3.0708 8.88153 55 20.8 0.77 -5.44 4.4 20.7334 3.7138 3 2.81896 115.7534 3.33182 1.092 2.2398 7.7692 4.4249 -0.085 3 1 0.4724 3.1837 7.76921 56 21.6 0.92 -5.07 4.4 21.5379 4.2715 3 2.84535 117.1485 3.39039 1.1232 2.2672 8.0044 5.0696 -0.082 3 1 0.4667 3.2083 8.00443 57 50.9 1.48 -5.2 4.43 50.8364 2.9113 4 2.45649 122.7218 3.45175 1.1544 2.2974 20.626 3.1234 -0.032 4 1 0.4606 2.7544 20.62576 58 17.8 0.75 -4.83 4.52 17.7409 4.2275 3 2.90698 115.1806 3.50934 1.1856 2.3237 6.1244 5.27 -0.108 3 1 0.4554 3.3119 6.12441 26.1 0.95 -4.59 4.57 26.0438 3.6477 4 2.73808 117.8466 3.56826 1.2168 2.3515 9.5581 4.2268 -0.069 3 1 0.45 3.0994 9.55811 26.2 1.4 -4.3 4.59 26.1474 5.3543 3 2.84812 120.6936 3.62861 1.248 2.3806 9.4592 6.217 -0.069 3 1 0.4445 3.2055 9.45924 61 22.7 1.17 -4.03 4.61 22.6507 5.1654 3 2.88342 119.0303 3.68813 1.2792 2.4089 7.8718 6.1701 -0.083 3 1 0.4392 3.2659 7. 62 20.3 0.95 -3.93 4.64 20.2519 4.6909 3 2.89214 117.2332 3.74674 1.3104 2.4363 6.7746 5.7558 -0.097 3 1 0.4343 3.2994 6. 63 68.4 3.04 -4.04 4.73 68.3506 4.4477 4 2.49896 128.7107 3.8111 1.3416 2.4695 26.135 4.7103 -0.025 3 1 0.4285 2.7924 26. 64 18.4 0.82 -4.12 4.79 18.3496 4.4688 3 2.91111 115.9158 3.86906 1.3728 2.4963 5.8009 5.6628 -0.115 3 1 0.4239 3.3493 5.80089 65 23.7 0.9 -3.75 4.83 23.6541 3.8048 4 2.78177 117.2163 3.92766 1.404 2.5237 7.8166 4.5624 -0.085 3 1 0.4193 3.1894 7.81659 87179 66 19.9 0.64 -3.37 67 25.2 1.31 -3.24 68 33.3 1.71 -4.1 69 148.3 1.66 -5.76 70 50.4 2.82 -5.39 4.87 19.8588 3.2228 4 2.79495 114.2952 3.98481 1.4352 2.5496 6.226 4.0318 -0.106 3 1 0.415 3.2392 6.22602 4.91 25.1603 5.2066 3 2.85207 120.1136 4.04487 1.4664 2.5785 8.1892 6.204 -0.08 3 1 0.4104 3.2539 8.18915 4.99 33.2498 5.1429 3 2.76066 122.7432 4.10624 1.4976 2.6086 11.172 5.8675 -0.062 3 1 0.4056 3.1336 11.17194 5.08 148.23 1.1199 6 1.83377 126.1717 4.16933 1.5288 2.6405 54.557 1.1523 -0.013 5 0.7685 0.4952 2.0823 67.42247 5.14 50.334 5.6026 3 2.66237 127.4148 4.23303 1.56 2.673 17.247 6.117 -0.042 3 1 0.3959 3.0023 17.2467 71 42.9 2.18 -5.72 72 22.4 0.71 -5.34 73 62.5 2.95 -4.78 74 51.7 2.27 -6.19 75 29 1.12 -5.68 76 30 1.02 -4.22 77 40.8 1.72 -3.86 78 24.1 0.92 -3.65 79 24 0.8 -3 80 30.8 0.95 -2.62 81 29.7 -2.24 82 77.5 4.3 -1.26 83 62.1 3.18 -465 84 26.4 1.04 -4.14 85 25.2 0.72 -3.65 86 32.6 1.08 -3.36 87 31.8 1.14 -3.08 88 27 1.14 -2.53 89 23 0.82 -2.34 90 35.1 1.42 -2.02 91 28.4 1.3 -1.51 92 37.9 1.84 -1.43 93 48.7 1.77 -1.21 94 27.5 1.17 -1.02 95 34.8 1.34 -0.51 96 36.2 1.47 -0.08 97 37.9 1.66 0.16 98 29.4 1.28 0.85 99 30.7 1.12 1.91 1.8 2.69 101 129.3 4.36 0.22 102 111.5 4.02 -0.22 103 483.1 2.52 -3.36 104 87.4 3.89 -4.82 105 197.2 5.56 -3.23 106 368.9 2.33 -7.09 107 377.9 3.01 -6.74 108 416.9 1.21 -5.91 109 373.3 1.44 -5.34 110 400.9 4.19 -4.68 111 432.8 2.36 4.12 112 414.6 5.17 -3.37 113 310.4 5.51 -2.81 114 47.1 2.65 -2.62 115 127.9 4.54 -1.88 116 136.5 4.15 -2.53 117 229.6 4.1 -2.76 118 183.4 6.25 -2.62 119 268.4 5.55 -2.9 120 261.9 2.98 -3 121 246.7 4.97 -3.37 122 185.1 3.83 -3 123 235.8 5.07 -2.62 124 44.3 1.6 -2.06 125 29.9 0 -1.4 5.24 42.83 5.0899 4 2.67996 125.1376 4.2956 1.5912 2.7044 14.249 5.6573 -0.052 3 1 0.3913 3.0424 14.24876 5.26 22.3346 3.1789 4 2.7513 115.3412 4.35327 1.6224 2.7309 6.5845 3.9485 -0.112 3 1 0.3875 3.214 6.58448 5.28 62.4415 4.7244 4 2.54467 128.2703 4.41741 1.6536 2.7638 20.994 5.0841 -0.034 3 1 0.3828 2.8851 20.99426 5.19 51.6242 4.3972 4 2.57794 125.8891 4.48035 1.6848 2.7956 16.864 4.8151 -0.045 3 1 0.3785 2.9413 16.86389 5.24 28.9305 3.8714 4 2.72069 119.3076 4.54001 1.716 2.824 8.6368 4.592 -0.087 3 1 0.3747 3.1562 8.63683 5.28 29.9484 3.4059 4 2.67269 118.7076 4.59936 1.7472 2.8522 8.8877 4.0238 -0.081 3 1 0.371 3.1122 8.88765 5.28 40.7528 4.2206 4 2.63747 123.2822 4.661 1.7784 2.8826 12.521 4.7656 -0.057 3 1 0.3671 3.0383 12.52055 5.3 24.0553 3.8245 4 2.77766 117.4181 4.71971 1.8096 2.9101 6.6413 4.7581 -0.107 3 1 0.3636 3.2573 6.64429 5.37 23.9633 3.3384 4 2.741 116.3862 4.7779 1.8408 2.9371 6.5321 4.1698 -0.107 3 1 0.3603 3.2303 6.53208 5.4 30.7679 3.0876 4 2.63602 118.2532 4.83703 1.872 2.965 8.7456 3.6636 -0.079 3 1 0.3569 3.0942 8.74558 5.4 29.6726 3.3701 4 2.67272 118.5401 4.8963 1.9032 2.9931 8.2778 4.0361 -0.083 3 1 0.3535 3.138 8.2778 5.5 77.4846 5.5495 9 2.53679 131.5539 4.96208 1.9344 3.0277 23.953 5.9292 -0.028 3 1 0.3495 2.8884 23.95319 5.58 62.0431 5.1255 4 2.57296 128.804 5.02648 1.9656 3.0609 18.628 5.5773 -0.04 3 1 0.3457 2.9506 1862753 5.68 26.3493 3.947 4 2.75668 118.5374 5.08575 1.9968 3.089 6.8838 4.891 -0.108 3 1 0.3426 3.2518 6.88376 5.73 25.1553 2.8622 4 2.68249 115.7336 5.14361 2.028 3.1156 6.423 3.5979 -0.114 3 1 0.3396 3.2003 6.42304 5.73 32.5589 3.3171 4 2.6378 119.3296 5.20328 2.0592 3.1441 8.7007 3.948 -0.084 3 1 0.3365 3.1149 8.70067 5.77 31.7623 3.5892 4 2.66854 119.6648 5.26311 2.0904 3.1727 8.3522 4.302 -0.087 3 1 0.3335 3.1511 8.35222 5.73 26.969 4.2271 3 2.76886 119.2658 5.32274 2.1216 3.2011 6.7621 5.2665 -0.106 3 1 0.3305 3.277 6.76205 5.67 22.9714 3.5697 4 2.77369 116.4637 5.38098 2.1528 3.2282 5.449 4.6616 -0.132 3 1 0.3278 3.3226 5.44902 5.69 35.0753 4.0484 4 2.67201 121.5138 5.44173 2.184 3.2577 9.0964 4.7919 -0.079 3 1 0.3248 3.1492 9.09637 5.78 28.3815 4.5805 3 2.77588 120.3513 5.50191 2.2152 3.2867 6.9613 5.6819 -0.102 3 1 0.3219 3.2866 6.96125 5.82 37.8825 4.8571 4 2.7029 123.5975 5.56371 2.2464 3.3173 9.7425 5.6933 -0.073 3 1 0.319 3.1716 9.74248 5.9 48.6852 3.6356 4 2.53696 123.9256 5.62567 2.2776 3.3481 12.861 4.1106 -0.055 3 1 0.316 2.9894 12.861 5.84 27.4875 4.2565 3 2.76471 119.5023 5.68542 2.3088 3.3766 6.4568 5.3665 -0.109 3 1 0.3134 3.298 6.45678 5.88 34.7938 3.8513 4 2.6598 121.0699 5.74596 2.34 3.406 8.5285 4.6131 -0.082 3 1 0.3107 3.1617 8.52853 5.9 36.199 4.0609 4 2.66295 121.844 5.80688 2.3712 3.4357 8.846 4.8368 -0.078 3 1 0.308 3.1614 8.84604 5.87 37.902 4.3797 4 2.67124 122.8455 5.8683 2.4024 3.4659 9.2425 5.1821 -0.075 3 1 0.3053 3.1644 9.24252 5.87 29.4104 4.3522 4 2.74947 120.3247 5.92846 2.4336 3.4949 6.719 5.451 -0.101 3 1 0.3028 3.2881 6.71899 5.83 30.7234 3.6454 4 2.68383 119.4542 5.98819 2.4648 3.5234 7.0203 4.528 -0.094 3 1 0.3003 3.2253 7.02028 5.78 37.2329 4.8344 4 2.7068 123.3945 6.04989 2.496 3.5539 8.7744 5.7724 -0.074 3 1 0.2977 3.211 8.77435 5.84 129.303 3.3719 5 2.2288 132.9042 6.11634 2.5272 3.5891 34.322 3.5394 -0.02 4 1 0.2948 2.6213 34.32197 5.92 111.497 3.6055 5 2.29176 131.9488 6.18231 2.5584 3.6239 29.061 3.8171 -0.024 4 1 0.292 2.6969 29.06112 6 483.059 0.5217 7 1.23923 132.1075 6.24837 2.5896 3.6588 130.32 0.5285 -0.006 6 0.5856 0.4836 1.4731 217.9208 6 87.341 4.4538 9 2.43001 131.1127 6.31392 2.6208 3.6931 21.94 4.8009 -0.037 3 1 0.2865 2.8542 21.93998 5.96 197.16 2.82 5 2.05647 135.7121 6.38178 2.652 3.7298 51.15 2.9144 -0.015 5 0.948 0.3029 2.4166 54.61438 5.88 368.813 0.6318 6 1.3792 130.8758 6.44722 2.6832 3.764 96.271 0.643 -0.009 6 0.6605 0.4325 1.657 148.1174 5.84 377.818 0.7967 6 1.44866 132.8083 6.51362 2.7144 3.7992 97.732 0.8107 -0.009 6 0.6887 0.4147 1.7271 145.5054 5.79 416.828 0.2903 7 1.10956 126.3798 6.57681 2.7456 3.8312 107.08 0.2949 -0.008 6 0.5563 0.4888 1.3775 189.5244 5.8 373.235 0.3858 7 1.22529 127.3837 6.6405 2.7768 3.8637 94.882 0.3928 -0.009 6 0.6085 0.4547 1.5108 157.5325 5.83 400.843 1.0453 6 1.52663 135.3727 6.70819 2.808 3.9002 101.06 1.0631 -0.008 6 0.7239 0.3889 1.8076 144.8673 5.85 432.75 0.5454 7 1.28526 131.3593 6.77387 2.8392 3.9347 108.26 0.554 -0.007 6 0.6314 0.4364 1.5588 175.6785 5.85 414.559 1.2471 6 1.58134 136.9926 6.84237 2.8704 3.972 102.65 1.268 -0.008 6 0.7491 0.3712 1.8651 143.0495 5.85 310.366 1.7753 6 1.77879 136.7526 6.91074 2.9016 4.0091 75.691 1.8158 -0.01 5 0.8425 0.3255 2.1065 93.35532 5.84 47.0679 5.6302 3 2.68364 126.7962 6.97414 2.9328 4.0413 9.9209 6.6095 -0.078 3 1 0.2618 3.2063 9.92091 6.02 127.877 3.5503 8 2.24937 133.1732 7.04073 2.964 4.0767 29.641 3.7572 -0.026 4 1 0.2596 2.6859 29.6405 6.08 136.469 3.041 5 2.1791 132.6746 7.10706 2.9952 4.1119 31.461 3.2081 -0.025 4 1 0.2573 2.621 31.46066 6.08 229.566 1.786 6 1.85783 133.8544 7.17399 3.0264 4.1476 53.62 1.8436 -0.015 5 0.9015 0.2919 2.2444 61.34298 6.06 183.368 3.4085 8 2.1418 136.3912 7.24219 3.0576 4.1846 42.089 3.5486 -0.018 4 1 0.2529 2.5574 42.08915 5.96 268.365 2.0681 6 1.8692 136.4509 7.31041 3.0888 4.2216 61.838 2.126 -0.013 5 0.9037 0.2864 2.241 70.65308 5.9 261.863 1.138 6 1.66952 131.8409 7.37633 3.12 4.2563 59.79 1.171 -0.013 5 0.8323 0.314 2.0481 75.51392 5.9 246.659 2.0149 6 1.88115 135.4376 7.44405 3.1512 4.2929 55.724 2.0776 -0.014 5 0.9195 0.2759 2.2737 62.37681 5.92 185.063 2.0696 6 1.96595 132.8304 7.51047 3.1824 4.3281 41.024 2.1571 -0.019 5 0.973 0.254 2.4087 42.61693 5.94 235.768 2.1504 6 1.91555 135.4732 7.5782 3.2136 4.3646 52.282 2.2218 -0.015 5 0.9432 0.2628 2.3241 56.66373 5.98 44.2748 3.6138 4 2.56469 122.9552 7.63968 3.2448 4.3949 8.3359 4.3674 -0.093 3 1 0.2408 3.1556 8.33586 6.05 29.8829 0 0 0 120.9 7.70013 3.276 4.4241 5.014 0 -0.152 0 1 0.2392 0 0 C-12 In situ data Basic output data FrDgth qc (250 fs (tsf) u (pst) Other qt (tsf) Rf(%) SBT Ic SBT 3 (pcf) 6,v (tsf) uO (tsf)6',vo Qtl(tsf) (%) 1 44.6 1.17 0.26 0.03 44.6032 2.6231 4 2.46787 120.683 0.06034 0 0.0603 738.18 2.6267 Bq SBTn n Cn Ic Qtn 0.0004 8 0.6055 5.6647 1.9701 238.4 2 6.7 0.42 0.17 0.11 6.70208 6.2667 3 3.3449 108.5639 0.11462 0 0.1146 57.47 6.3758 0.0019 3 0.8899 7.2267 2.7203 44 3 6.8 0 -1.89 0.11 6.77687 0 0 0 120.9 0.17507 0 0.1751 37.709 0 -0.021 0 1 6.0438 0 0 Depth -im 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 C-12A In situ data Basic output data Prqc (ef) fs (tz,f) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT i (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 39.9 1.68 0.1 0.05 39.9012 4.2104 4 2.6433 123.0585 0.06153 0 0.0615 647.49 4.2169 Bq SBTn n Cn Ic Qtn 0.0002 8 0.6667 6.6634 2.1331 250.8903 34 1.87 -1.2 0.18 33.9853 5.5024 3 2.77454 123.4511 0.12325 0 0.1233 274.73 5.5224 -0.003 9 0.7463 4.9756 2.3362 159.2302 31.3 0.98 -0.57 0.21 31.293 3.1317 4 2.63443 118.522 0.18252 0 0.1825 170.45 3.1501 -0.001 5 0.7168 3.5242 2.2513 103.6192 17.5 1.03 -0.32 0.26 17.4961 5.887 3 3.00489 117.468 0.24125 0 0.2413 71.523 5.9693 -0.001 4 0.8609 3.5705 2.625 58.2256 17.3 1.12 -0.17 0.28 17.2979 6.4748 3 3.03609 118.0532 0.30028 0 0.3003 56.607 6.5892 -7E-04 3 0.8939 3.0828 2.7034 49.52323 18.5 1.06 -0.17 0.32 18.4979 5.7304 3 2.97902 117.8139 0.35918 0 0.3592 50.5 5.8439 -7E-04 3 0.8926 2.623 2.6924 44.96539 47.9 1.48 -0.08 0.32 47.899 3.0898 4 2.49303 122.5766 0.42047 0 0.4205 112.92 3.1172 -1E-04 5 0.7425 1.9841 2.291 89.03077 34.1 0.95 -0.29 0.29 34.0965 2.7862 4 2.57313 118.5037 0.47972 0 0.4797 70.075 2.826 -6E-04 5 0.7807 1.8543 2.3837 58.91363 16.1 0.74 -0.29 0.33 16.0965 4.5973 3 2.96274 114.8452 0.53715 0 0.5372 28.967 4.756 -0.001 3 0.9338 1.8835 2.7768 27.6958 16.9 0.73 -0.73 0.44 16.8911 4.3218 3 2.92954 114.8631 0.59458 0 0.5946 27.409 4.4795 -0.003 3 0.9355 1.7146 2.7743 26.40764 16.3 0.84 -0.39 0.52 16.2952 5.1549 3 2.99051 115.8025 0.65248 0 0.6525 23.974 5.3699 -0.002 3 0.9717 1.5997 2.8629 23.64871 9.7 0.64 -1.48 0.59 9.68188 6.6103 3 3.23348 112.543 0.70875 0 0.7088 12.661 7.1324 -0.012 3 1 1.4929 3.147 12.6605 8.9 0.56 -0.92 0.52 8.88874 6.3001 3 3.24935 111.3575 0.76443 0 0.7644 10.628 6.8929 -0.008 3 1 1.3842 3.195 10.62794 8.6 0.47 -0.45 0.46 8.59449 5.4686 3 3.22312 109.9934 0.81943 0 0.8194 9.4884 6.045 -0.004 3 1 1.2913 3.1968 9.48843 10.9 0.56 -0.36 0.5 10.8956 5.1397 3 3.12518 111.854 0.87535 0 0.8754 11.447 5.5887 -0.003 3 1 1.2088 3.112 11.44709 8.3 0.43 -0.26 0.54 8.29682 5.1827 3 3.22123 109.2566 0.92998 0 0.93 7.9215 5.837 -0.003 3 1 1.1378 3.249 7.92149 73 0.44 -0.17 0.54 7.29792 6.0291 3 3.30529 109.112 0.98454 0 0.9845 6.4125 6.9693 -0.002 3 1 1.0747 3.3687 6.41254 10.6 0.57 0.11 0.61 10.6014 5.3767 3 3.14663 111.9168 1.0405 0.0312 1.0093 9.4728 5.9618 -0.002 3 1 1.0484 3.1936 9.4728 19 15.4 1.02 0.05 20 8.3 0.53 -1.13 21 5.5 0.27 -0.92 22 8.7 0.22 -0.73 23 5.7 0.17 -0.6 24 10.5 0.31 -0.45 25 28 1.15 -0.23 26 13.3 0.52 0.04 27 29.4 1.14 0.3 28 31.5 2.43 -3.52 29 34.4 1.62 -3.83 30 41.7 2.48 -3.5 31 65.8 4.03 -3.36 32 27.1 1.49 -3.83 33 31.2 1.32 -3.71 34 47 2.65 -3.45 35 34.4 1.94 -3.4 36 26 1.09 -3.36 37 45.1 2.56 -3.08 38 91.8 4.23 -3.1 39 144.4 2.7 -4.32 40 322.3 4.5 -4.41 41 340.9 1.73 -6.76 42 310.3 1.43 -6.74 43 297.8 1.46 -5.8 44 295.7 1.72 -5.31 45 221.2 2.85 -4.86 46 282.4 4.07 -4.49 47 221.5 3.83 -4.21 48 190.9 1.6 -4.23 49 21.3 0.88 3.95 50 15.7 0.41 -3.17 51 15.7 0.31 2.34 52 20.6 0.69 6.96 53 21.4 0.85 10.94 54 20 0.66 15.71 55 15.9 0.34 22.44 56 18 0.46 27.57 57 61.5 1.7 27.87 58 23.4 0.82 4.77 59 97.9 3.41 6 60 42 3.06 1.11 61 67.2 2.71 -0.92 0.67 15.4006 6.6231 3 3.08028 117.0855 1.09904 0.0624 1.0366 13.796 7.1321 -0.004 3 1 1.0207 3.119 13.79611 0.73 8.28617 6.3962 3 3.27735 110.7834 1.15443 0.0936 1.0608 6.7228 7.4316 -0.025 3 1 0.9974 3.3697 6.72279 0.77 5.48874 4.9192 3 3.35346 104.8439 1.20685 0.1248 1.0821 3.9572 6.3056 -0.045 3 1 0.9779 3.5116 3.95719 0.85 8.69106 2.5313 3 3.02748 104.4663 1.25909 0.156 1.1031 6.7375 2.9602 -0.028 3 1 0.9592 3.1366 6.73745 0.87 5.69266 2.9863 3 3.2213 101.5478 1.30986 0.1872 1.1227 3.9039 3.8788 -0.053 3 1 0.9425 3.3996 3.90394 0.87 10.4945 2.9539 3 2.996 107.4355 1.36358 0.2184 1.1452 7.9734 3.3951 -0.027 3 1 0.924 3.1084 7.97337 1.04 . 27.9972 4.1076 4 2.74844 119.421 1.42329 0.2496 1.1737 22.641 4.3276 -0.01 3 0.9774 0.9036 2.8134 22.6946 1.18 13.3005 3.9096 3 2.98394 111.7982 1.47919 0.2808 1.1984 9.8644 4.3988 -0.024 3 1 0.8829 3.0988 9.86435 1.32 29.4037 3.8771 4 2.71586 119.4766 1.53892 0.312 1.2269 22.711 4.0912 -0.01 3 0.9732 0.8658 2.7958 22.8014 1.38 31.4569 7.7249 3 2.90353 125.1792 1.60151 0.3432 1.2583 23.727 8.1392 -0.02 3 1 0.8409 2.9879 23.7265 1.42 34.3531 4.7157 4 2.72424 122.4273 1.66273 0.3744 1.2883 25.374 4.9556 -0.02 3 0.9837 0.8239 2.8158 25.45585 1.51 41.6572 5.9534 3 2.73754 126.0133 1.72573 0.4056 1.3201 30.248 6.2107 -0.016 3 0.9907 0.8032 2.8296 30.31037 1.56 65.7589 6.1285 3 2.61541 130.6792 1.79107 0.4368 1.3543 47.234 6.3 -0.011 3 0.942 0.7926 2.6982 47.91444 1.65 27.0531 5.5077 3 2.84579 121.2325 1.85169 0.468 1.3837 18.213 5.9124 -0.03 3 1 0.7647 2.9748 18.2132 1.69 31.1546 4.2369 4 2.72317 120.6904 1.91204 0.4992 1.4128 20.698 4.514 -0.026 3 1 0.7489 2.8555 20.69777 1.76 46.9578 5.6434 3 2.68508 126.7905 1.97543 0.5304 1.445 31.129 5.8912 -0.017 3 0.9866 0.7353 2.8039 31.25955 1.67 34.3584 5.6464 3 2.77913 123.7466 2.0373 0.5616 1.4757 21.902 6.0023 -0.025 3 1 0.717 2.9203 21.90214 1.65 25.9589 4.199 3 2.77931 118.8446 2.09673 0.5928 1.5039 15.867 4.5679 -0.035 3 1 0.7036 2.9469 15.86657 1.58 45.0623 5.681 3 2.69937 126.4372 2.15995 0.624 1.536 27.932 5.967 -0.02 3 1 0.6889 2.8424 27.93222 1.63 91.7621 4.6098 9 2.42793 131.8463 2.22587 0.6552 1.5707 57.005 4.7244 -0.01 4 0.8931 0.7027 2.5425 59.46409 1.73 144.347 1.8705 5 2.00212 129.6662 2.2907 0.6864 1.6043 88.547 1.9007 -0.007 5 0.7266 0.739 2.1018 99.21734 1.79 322.246 1.3965 6 1.68409 135.3627 2.35838 0.7176 1.6408 194.96 1.4067 -0.003 6 0.5972 0.7695 1.7577 232.6386 1.87 340.817 0.5076 7 1.33494 128.5046 2.42263 0.7488 1.6738 202.17 0.5112 -0.004 6 0.4655 0.8078 1.4076 258.3312 1.94 310.218 0.461 6 1.33664 126.8817 2.48608 0.78 1.7061 180.37 0.4647 -0.004 6 0.4703 0.7988 1.4162 232.3081 1.96 297.729 0.4904 6 1.36781 126.9334 2.54954 0.8112 1.7383 169.81 0.4946 -0.004 6 0.4858 0.7857 1.4529 219.1837 2.02 295.635 0.5818 6 1.42052 128.1153 2.6136 0.8424 1.7712 165.44 0.587 -0.004 6 0.5092 0.7693 1.5101 213.0321 2.03 221.141 1.2888 6 1.75828 131.1022 2.67915 0.8736 1.8056 120.99 1.3046 -0.006 6 0.6469 0.7077 1.8674 146.122 1.98 282.345 1.4415 6 1.72932 134.3054 2.7463 0.9048 1.8415 151.83 1.4557 -0.004 6 0.6349 0.7034 1.8316 185.8717 1.98 221.448 1.7295 6 1.85643 133.2681 2.81294 0.936 1.8769 116.49 1.7518 -0.006 6 0.6914 0.6728 1.9755 139.0215 1.94 190.848 0.8384 6 1.66759 126.5187 2.8762 0.9672 1.909 98.466 0.8512 -0.007 6 0.625 0.6916 1.7968 122.8582 1.94 21.2517 4.1409 3 2.84102 116.7906 2.93459 0.9984 1.9362 9.4604 4.8043 -0.07 3 1 0.5465 3.1364 9.46035 1.98 15.6612 2.6179 4 2.82339 110.4577 2.98982 1.0296 1.9602 6.4643 3.2356 -0.099 3 1 0.5398 3.1726 6.46426 2.06 15.7286 1.9709 4 2.75214 108.4224 3.04403 1.0608 1.9832 6.3959 2.4439 -0.07 3 1 0.5335 3.1118 6.39593 2.14 20.6852 3.3357 4 2.79037 114.945 3.10151 1.092 2.0095 8.7503 3.9241 -0.034 3 1 0.5266 3.1113 8.75026 2.21 21.5339 3.9473 3 2.82323 116.569 3.15979 1.1232 2.0366 9.022 4.6261 -0.018 3 1 0.5196 3.1429 9.022 2.33 20.1923 3.2686 4 2.79307 114.561 3.21707 1.1544 2.0627 8.2297 3.888 -0.001 3 1 0.513 3.1307 8.22973 2.37 16.1747 2.1021 4 2.75756 109.1665 3.27165 1.1856 2.0861 6.1854 2.635 0.0333 3 1 0.5072 3.1412 6.18537 2.42 18.3375 2.5085 4 2.75694 111.6844 3.3275 1.2168 2.1107 7.1114 3.0646 0.0512 3 1 0.5013 3.125 7.11138 2.55 61.8411 2.749 5 2.3778 124.2138 3.3896 1.248 2.1416 27.293 2.9084 0.013 4 0.9533 0.5106 2.6294 28.20617 2.54 23.4584 3.4956 4 2.76086 116.5149 3.44786 1.2792 2.1687 9.2271 4.0978 -0.047 3 1 0.4879 3.1037 9.22714 2.43 97.9734 3.4805 5 2.31596 130.4293 3.51307 1.3104 2.2027 42.884 3.61 -0.009 4 0.9219 0.5087 2.5389 45.41034 2.37 42.0136 7.2834 3 2.79951 127.5718 3.57686 1.3416 2.2353 17.196 7.9611 -0.033 3 1 0.4734 3.0809 17.19564 62 42.2 3.11 -0.62 63 270 1.77 -3.5 64 189.5 3.02 -4.49 65 182.6 2.1 -6 2.37 67.1887 4.0334 4 2.4724 127.8281 3.64077 1.3728 2.268 28.02 4.2645 -0.023 4 1 0.4665 2.7409 28.0197 2.35 42.1924 7.371 3 2.80215 127.7007 3.70462 1.404 2.3006 16.729 8.0805 -0.038 3 1 0.4599 3.094 16.72927 2.34 269.957 0.6557 6 1.48498 128.1034 3.76868 1.4352 2.3335 114.07 0.6649 -0.006 6 0.587 0.6286 1.644 158.1361 2.31 189.445 1.5941 6 1.8721 131.1489 3.83425 1.4664 2.3679 78.388 1.6271 -0.01 5 0.7487 0.5471 2.0646 95.97458 2.28 182.527 1.1505 6 1.77806 128.3997 3.89845 1.4976 2.4009 74.402 1.1756 -0.011 6 0.7169 0.5558 1.9768 93.82563 101.8 4.1 -6.65 2.28 101.719 4.0307 4 2.35448 131.8691 3.96439 1.5288 2.4356 40.136 4.1942 -0.021 4 0.9609 0.4488 2.6127 41.46623 34.1 1.87 -6.73 2.22 34.0176 5.4972 3 2.77395 123.4534 4.02611 1.56 2.4661 12.161 6.2351 -0.068 3 1 0.4291 3.1222 12.16146 23.4 0.91 -6.27 2.25 23.3233 3.9017 3 2.7935 117.2628 4.08474 1.5912 2.4935 7.7153 4.7301 -0.106 3 1 0.4243 3.2032 7.71 21.1 0.76 -6.08 2.29 21.0256 3.6146 3 2.80681 115.6919 4.14259 1.6224 2.5202 6.6991 4.5016 -0.122 3 1 0.4199 3.2404 6.| 21.1 0.58 -5.97 2.35 21.0269 2.7584 4 2.73391 113.7143 4.19945 1.6536 2.5459 6.6098 3.4467 -0.124 3 1 0.4156 3.1796 6.60. 24.5 0.84 -5.8 2.37 24.429 3.4385 4 2.74276 116.7901 4.25784 1.6848 2.573 7.8394 4.1644 -0.104 3 1 0.4112 3.1652 7.83942 25.9 0.96 -5.53 2.39 25.8323 3.7163 4 2.74604 117.9034 4.31679 1.716 2.6008 8.2727 4.4619 -0.098 3 1 0.4068 3.1638 8.27268 19.9 0.6 -5.33 2.45 19.8348 3.025 4 2.77844 113.82 4.3737 1.7472 2.6265 5.8866 3.8807 -0.138 3 1 0.4029 3.2501 5.88656 27.3 0.88 -4.77 2.49 27.2416 3.2304 4 2.68905 117.3963 4.4324 1.7784 2.654 8.5943 3.8581 -0.093 3 1 0.3987 3.1134 8.59427 59.7 2.28 -4.52 2.49 59.6447 3.8226 4 2.49065 126.2735 4.49554 1.8096 2.6859 20.533 4.1342 -0.039 3 1 0.3939 2.8333 20.53254 157.6 3.97 -4.86 2.43 157.5*It 2.52 5 2.07641 132.7003 4.56189 1.8408 2.7211 56.22 2.5951 -0.014 5 0.8679 0.4406 2.3336 63.69384 23.8 0.95 -5.33 2.39 23.7348 4.0026 3 2.79494 117.6202 4.6207 1.8n 2.7487 6.9539 4.9702 -0.118 3 1 0.385 3.2523 6.95386 24.8 1.14 -4.67 2.36 24.7428 4.6074 3 2.82169 119.0557 4.68023 1.9032 2.m 7.2245 5.6822 -0.112 3 1 0.381 3.2737 7.2245 24.5 1.06 -4.47 2.37 24.4453 4.3362 3 2.80811 118.4938 4.73947 1.9344 2.8051 7.0251 5.3791 -0.115 3 1 0.3772 3.2691 7.02506 23.9 0.79 -4.21 2.43 23.8485 3.3126 4 2.74047 116.2824 4.79761 1.9656 2.832 6.727 4.1468 -0.119 3 1 0.3736 3.2184 6.72696 23.6 0.9 -3.83 2.43 23.5531 3.8212 4 2.78439 117.2059 4.85622 1.9968 2.8594 6.5387 4.8136 -0.122 3 1 0.37 3.2659 6.53871 26.5 1.05 -3.55 2.43 26.4566 3.9688 4 2.75693 118.6173 4.91553 2.028 2.8875 7.46 4.8744 -0.106 3 1 0.3664 3.2227 7.46003 27.5 1.08 -3.36 2.45 27.4589 3.9332 4 2.74222 118.9141 4.97498 2.0592 2.9158 7.7111 4.8034 -0.102 3 1 0.3629 3.2074 7.7111 28.3 1.44 -3.08 2.45 28.2623 5.0951 3 2.80875 121.0894 5.03553 2.0904 2.9451 7.8865 6.1997 -0.1 3 1 0.3593 3.2666 7.88651 44.1 2.36 -2.8 2.53 44.0657 5.3556 3 2.68737 125.7875 5.09842 2.1216 2.9768 13.09 6.0564 -0.06 3 1 0.3555 3.0896 13.09024 41 2.19 -2.89 2.63 40.9646 5.3461 3 2.70873 125.0625 5.16095 2.1528 3.0082 11.902 6.1167 -0.066 3 1 0.3518 3.124 11.90221 35.7 1.67 -2.52 2.67 35.6692 4.6819 4 2.71035 122.7414 5.22232 2.184 3.0383 10.021 5.485 -0.078 3 1 0.3483 3.152 10.02093 38.7 1.75 -2.35 2.71 38.6712 4.5253 4 2.67493 123.2808 5.28396 2.2152 3.0688 10.88 5.2415 -0.071 3 1 0.3448 3.1117 10.87971 26.2 1.05 -1.95 2.77 26.1761 4.0113 4 2.76346 118.5913 5.34326 2.2464 3.0969 6.7271 5.0401 -0.115 3 1 0.3417 3.2676 6.7271 24.3 0.96 -1.67 2.84 24.2796 3.9539 3 2.78401 117.7522 5.40214 2.2776 3.1245 6.0417 5.0854 -0.127 3 1 0.3386 3.3077 6.04167 27.2 1.28 -1.2 2.94 27.1853 4.7084 3 2.79n5 120.1329 5.4622 2.3088 3.1534 6.8888 5.8923 -0.11 3 1 0.3355 3.2997 6.88879 30.2 2.01 -1.01 2.96 30.1876 6.6584 3 2.86956 123.6903 5.52405 2.34 3.1841 7.746 8.1497 -0.098 3 1 0.3323 3.3471 7.74599 22.1 1.04 -0.92 3.02 22.0887 4.7083 3 2.86478 118.1072 5.5831 2.3712 3.2119 5.1389 6.3009 -0.148 3 1 0.3294 3.4192 5.1389 24 0.98 -0.56 3.05 23.9932 4.0845 3 2.79713 117.8741 5.64204 2.4024 3.2396 5.6646 5.3403 -0.133 3 1 0.3266 3.3428 5.66456 30.7 1.34 -0.45 3.15 30.6945 4.3656 4 2.73673 120.7642 5.70242 2.4336 3.2688 7.6456 5.3617 -0.099 3 1 0.3237 3.2389 7.64559 30 1.21 -0.09 3.29 29.9989 4.0335 4 2.72087 119.9616 5.7624 2.4648 3.2976 7.3497 4.9925 -0.102 3 1 0.3209 3.2341 7.34974 52.4 3.39 0.74 3.44 52.4091 6.4684 3 2.69726 128.8604 5.82683 2.496 3.3308 13.985 7.2m -0.052 3 1 0.3177 3.1204 13.98517 92.4 4.04 -0.64 3.6 92.3922 4.3727 9 2.4083 131.5267 5.89259 2.5272 3.3654 25.703 4.6705 -0.03 3 1 0.3144 2.7953 25.70266 135.3 5.67 -1.01 3.69 135.288 4.1911 9 2.29187 134.9369 5.96006 2.5584 3.4017 38.019 4.3842 -0.02 4 1 0.3111 2.6531 38.0 37.1 2.71 -2 3.83 37.0755 7.3094 3 2.83723 126.378 6.02325 2.5896 3.4337 9.0435 8.7272 -0.088 3 1 0.3082 3.3148 9.4 61.8 2.41 0.53 3.88 61.8065 3.8993 4 2.48627 126.766 6.08663 2.6208 3.4658 16.077 4.3252 -0.046 3 1 0.3053 2.9274 16.07 60.2 4.06 1.13 3.82 60.2138 6.7426 3 2.67177 130.5186 6.15189 2.652 3.4999 15.447 7.5099 -0.048 3 1 0.3023 3.0976 15.44674 202.3 6.06 -0.7 3.83 202.291 2.9957 8 2.07141 136.4048 6.2201 2.6832 3.5369 55.436 3.0907 -0.014 5 0.9348 0.3236 2.4057 59.97141 265.6 6.16 -5.15 3.86 265.537 2.3198 6 1.91297 137.1881 6.28869 2.7144 3.5743 72.531 2.3761 -0.012 5 0.8635 0.3496 2.2159 85.64527 207.9 6.82 -6.36 3.92 207.822 3.2817 8 2.09737 137.28 6.35733 2.7456 3.6117 55.781 3.3852 -0.016 4 0.9502 0.3114 2.4374 59.29912 53.8 2.86 -6.55 4.08 53.7198 5.3239 4 2.62696 127.6767 6.42117 2.7768 3.6444 12.979 6.0467 -0.069 3 1 0.2903 3.092 12.97856 58.7 3.42 -6.36 4.15 58.6222 5.834 4 2.63149 129.1981 6.48577 2.808 3.6778 14.176 6.5597 -0.063 3 1 0.2877 3.0861 14.1761 167 6.2 -6.36 4.21 166.922 3.7143 8 2.19583 136.1032 6.55382 2.8392 3.7146 43.172 3.8661 -0.021 4 1 0.2849 2.5754 43.17221 422.6 4.21 -6.18 4.29 422.524 0.9964 6 1.49639 135.536 6.62159 2.8704 3.7512 110.87 1.0123 -0.008 6 0.6975 0.4137 1.7568 162.5914 139.4 4.31 -5.87 4.33 139.328 3.0934 5 2.17932 133.002 6.68809 2.9016 3.7865 35.03 3.2494 -0.025 4 1 0.2794 2.5898 35.02984 130 4.24 -5.53 4.39 129.932 3.2632 5 2.21634 132.7119 6.75444 2.9328 3.8216 32.232 3.4422 -0.027 4 1 0.2769 2.6334 32.23164 133.6 4.8 -5.43 4.31 133.534 3.5946 8 2.24208 133.6862 6.82129 2.964 3.8573 32.85 3.7881 -0.026 4 1 0.2743 2.6553 32.85009 177.8 7.11 -5.37 4.26 177.734 4.0004 8 2.20669 137.2584 6.88992 2.9952 3.8947 43.866 4.1617 -0.02 4 1 0.2717 2.5931 43.86567 238.3 6.53 -4.88 4.19 238.24 2.7409 8 1.99937 137.28 6.95856 3.0264 3.9322 58.818 2.8234 -0.015 5 0.9355 0.2929 2.3578 64.01778 365.1 5.43 -4.61 4.17 365.044 1.4875 6 1.67568 137.0414 7.02708 3.0576 3.9695 90.192 1.5167 -0.009 6 0.7915 0.3512 1.97771 118.8189 178.4 4.69 -4.04 4.13 178.351 2.6297 5 2.0579 134.2224 7.09419 3.0888 4.0054 42.756 2.7386 -0.02 4 0.9797 0.2714 2.467 43.92911 157.1 5.45 -3.74 4.17 157.054 3.4701 8 2.18744 135.0112 7.16169 3.12 4.0417 37.087 3.6359 -0.023 4 1 0.2618 2.6045 37.08656 191.3 5.64 -3.55 4.21 191.257 2.9489 8 2.07993 135.7425 7.22957 3.1512 4.0784 45.123 3.0648 -0.019 4 0.992 0.2623 2.4882 45.61055 304.6 5.68 -3.46 4.23 304.558 1.865 6 1.8011 136.9289 7.29803 3.1824 4.1156 72.227 1.9108 -0.012 5 0.8615 0.3103 2.1432 87.17283 251.4 7.46 -2.89 4.19 251.365 2.9678 8 2.01536 137.28 7.36667 3.2136 4.1531 58.751 3.0574 -0.014 5 0.9582 0.2698 2.3912 62.20696 Depth 1 2 C-13 In situ data Basic output data F,qc (tsf) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT 3 (per) 6,v (tsf) uo (tsf)6',vo Qtl(tsf) (%) 93.8 1.88 -0.15 1.46 93.7982 2.0043 5 2.15264 125.9662 0.06298 0 0.063 1488.3 2.0057 Bq SBTn n Cn Ic Qtn -1E-04 6 0.5242 4.3889 1.7585 388.7987, 9.7 0.71 -3.29 1.63 9.65973 7.3501 3 3.26352 113.2969 0.11963 0 0.1196 79.746 7.4423 -0.025 9 0.8772 6.7677 2.6857 61.01857 C-13A In situ data Basic output data h 6',vo Frqc (tsf) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT i (pcf) 6,v (tsf) uo (tsf)(tsf)Qtl (%) 1 57.4 1.96 0.04 0.39 57.4005 3.4146 4 2.4671 125.0734 0.06254 0 0.0625 916.87 3.4183 Bq SBTn n CnIct 5E-05 8 0.6187 5.7546 2.0071 311.1 2 25.3 1.23 -0.24 0.47 25.2971 4.8622 3 2.83023 119.6657 0.12237 0 0.1224 205.73 4.8859 -7E-04 9 0.7551 5.0987 2.3591 3 30.1 1.59 -0.34 0.54 30.0958 5.2831 3 2.79985 121.9678 0.18335 0 0.1834 163.14 5.3155 -8E-04 9 0.7768 3.9021 2.413 4 44.6 2.71 -1.06 0.56 44.587 6.078 3 2.72402 126.828 0.24677 0 0.2468 179.68 6.1118 -0.002 9 0.783 3.1262 2.4196 5 35.9 2.24 -4.49 0.64 35.845 6.2491 3 2.79777 124.902 0.30922 0 0.3092 114.92 6.3035 -0.009 9 0.8236 2.7544 2.518 6 18.3 1.14 -5.69 0.71 18.2304 6.2533 3 3.00903 118.3107 0.36837 0 0.3684 48.489 6.3823 -0.023 3 0.9064 2.6023 2.7275 7 42.6 1.34 -5.58 0.75 42.5317 3.1506 4 2.53656 121.5597 0.42915 0 0.4292 98.106 3.1827 -0.01 5 0.7588 1.9833 2.3328 8 32.3 1.06 -0.15 0.81 32.2982 3.2819 4 2.63738 119.1733 0.48874 0 0.4887 65.085 3.3324 -3E-04 4 0.8063 1.8641 2.4497 9 15 0.97 -1.87 0.96 14.9771 6.4766 3 3.08295 116.6497 0.54707 0 0.5471 26.377 6.7221 -0.009 3 0.981 1.9101 2.9004 10 13.6 0.89 -2.03 1.1 13.5752 6.5561 3 3.11865 115.7802 0.60496 0 0.605 21.44 6.8619 -0.011 3 1 1.7491 2.967 11 11.7 0.8 -1.74 1.14 11.6787 6.8501 3 3.1807 114.6331 0.66227 0 0.6623 16.634 7.2619 -0.011 3 1 1.5977 3.0641 12 10.4 0.71 -1.37 1.21 10.3832 6.838 3 3.21935 113.4731 0.71901 0 0.719 13.441 7.3467 -0.01 3 1 1.4716 3.136 13 8.4 0.48 -0.81 1.32 8.39009 5.721 3 3.24334 110.0888 0.77405 0 0.7741 9.8392 6.3025 -0.008 3 1 1.367 3.196 14 10.2 0.48 -0.71 1.34 10.1913 4.7099 3 3.12493 110.5631 0.82933 0 0.8293 11.289 5.1271 -0.005 3 1 1.2759 3.0932 15 9.7 0.64 -0.43 1.41 9.69474 6.6015 3 3.23267 112.5463 0.88561 0 0.8856 9.947 7.2652 -0.004 3 1 1.1948 3.2317 16 4.9 0.28 -0.34 1.51 4.89584 5.7191 3 3.43165 104.8311 0.93802 0 0.938 4.2193 7.0746 -0.006 3 1 1.128 3.518 17 7.1 0.42 -0.24 1.49 7.09706 5.9179 3 3.31007 108.7035 0.99237 0.0312 0.9612 6.3513 6.88 -0.008 3 1 1.1009 3.3686 18 15.7 0.97 0.16 1.46 15.702 6.1776 3 3.05399 116.765 1.05076 0.0624 0.9884 14.824 6.6206 -0.003 3 1 1.0706 3.0742 19 11.4 0.67 0.16 1.49 11.402 5.8762 3 3.14613 113.2771 1.1074 0.0936 1.0138 10.154 6.5083 -0.008 3 1 1.0437 3.1942 20 9.5 0.51 0.23 1.49 9.50282 5.3668 3 3.18356 110.8361 1.16281 0.1248 1.038 8.0346 6.1151 -0.013 3 1 1.0194 3.2565 21 27.9 1.08 0.06 1.55 27.9007 3.8709 4 2.73244 118.9531 1.22229 0.156 1.0663 25.02 4.0482 -0.006 4 0.9528 0.9927 2.7623 22 12.3 0.6 0.23 1.55 12.3028 4.8769 3 3.06965 112.6551 1.27862 0.1872 1.0914 10.101 5.4426 -0.015 3 1 0.9695 3.1472 23 18 0.75 0.55 1.54 18.0067 4.1651 3 2.89789 115.2169 1.33623 0.2184 1.1178 14.913 4.499 -0.011 3 1 0.9466 2.9635 24 24.6 1.13 0.98 1.57 24.612 4.5913 3 2.82239 118.9783 1.39572 0.2496 1.1461 20.256 4.8673 -0.008 3 1 0.9232 2.8841 25 23 1.04 1.06 1.55 23.013 4.5192 3 2.83966 118.2072 1.45482 0.2808 1.174 18.363 4.8242 -0.009 3 1 0.9013 2.9137 26 23.2 1.15 1.07 1.47 23.2131 4.9541 3 2.86337 118.964 1.5143 0.312 1.20B 18.048 5.2998 -0.011 3 1 0.8801 2.9462 27 21.9 1.18 0.62 1.55 21.9076 5.3863 3 2.90637 119.0112 1.57381 0.3432 1.2306 16.523 5.8032 -0.015 3 1 0.8598 3.001 28 24.3 1.33 0.7 1.59 24.3086 5.4713 3 2.87768 120.1404 1.63388 0.3744 1.2595 18.003 5.8656 -0.014 3 1 0.8401 2.9763 29 34.2 2.49 0.98 1.66 34.212 7.2782 3 2.85968 125.5625 1.69666 0.4056 1.2911 25.185 7.6579 -0.01 3 1 0.8196 2.9508 30 133 6.27 1.53 1.68 133.019 4.7136 9 2.33739 135.6316 1.76447 0.4368 1.3277 98.86 4.777 -0.002 9 0.825 0.8293 2.3941 31 60.9 3.61 -2.33 1.56 60.8715 5.9305 4 2.6262 129.6855 1.82932 0.468 1.3613 43.371 6.1143 -0.011 3 0.9483 0.7875 2.7136 43.9 32 71.8 2.66 -4.68 1.44 71.7427 3.7077 4 2.42619 127.8518 1.89324 0.4992 1.394 50.106 3.8082 -0.012 4 0.874 0.7859 2.5145 51.8 33 41 2.71 -8.18 1.49 40.8999 6.6259 3 2.77699 126.6175 1.95655 0.5304 1.4262 27.307 6.9588 -0.029 3 1 0.7419 2.8966 27.3d 35.1 2.21 -8.04 1.47 35.0016 6.314 3 2.80818 124.7453 2.01892 0.5616 1.4573 22.632 6.7005 0.035 3 1 0.7261 2.9429 30 1.72 -8.04 1.45 29.9016 5.7522 3 2.82762 122.527 2.08019 0.5928 1.4874 18.705 6.1823 -0.042 3 1 0.7114 2.9793 36 31.6 2.17 -7.94 1.51 31.5028 6.8883 3 2.86715 124.3548 2.14236 0.624 1.5184 19.337 7.3909 -0.041 3 1 0.6969 3.0217 37 77.7 3.07 -7.94 1.61 77.6028 3.956 4 2.42432 129.0922 2.20691 0.6552 1.5517 48.589 4.0718 -0.016 4 0.8923 0.7106 2.5427 38 49.8 3.1 -7.94 1.68 49.7028 6.2371 3 2.70065 128.0767 2.27095 0.6864 1.5846 29.934 6.5357 -0.027 3 1 0.6678 2.8492 39 92.2 2.05 -7.71 1.82 92.1056 2.2257 5 2.19057 126.5552 2.33423 0.7176 1.6166 55.53 2.2836 -0.014 5 0.808 0.71 2.3127 40 100.3 2.23 -7.45 1.86 100.209 2.2254 5 2.1651 127.3767 2.39792 0.7488 1.6491 59.311 2.2799 -0.013 5 0.8001 0.7011 2.2891 41 105.4 3.17 -7.38 1.92 105.31 3.0102 5 2.2477 130.0714 2.46295 0.78 1.683 61.111 3.0823 -0.013 5 0.8352 0.6787 2.3759 42 124 2.85 -7.38 2.05 123.91 2.3001 5 2.11327 129.6895 2.5278 0.8112 1.7166 70.711 2.348 -0.011 5 0.7841 0.6843 2.2386 43 75.3 3.99 -7.38 2.04 75.2097 5.3052 9 2.52994 130.9337 2.59326 0.8424 1.7509 41.475 5.4946 -0.019 3 0.9579 0.6173 2.6904 44 59.3 2.8 -7.26 2.05 59.2111 4.7288 4 2.56043 127.7589 2.65714 0.8736 1.7835 31.709 4.951 -0.025 3 0.9794 0.5997 2.743 45 19.7 0.81 -6.72 2.13 19.6178 4.1289 3 2.86681 115.989 2.71514 0.9048 1.8103 9.3367 4.7922 -0.082 3 1 0.5845 3.1402 46 30.7 1.46 -6.44 2.19 30.6212 4.7679 3 2.76365 121.3859 2.77583 0.936 1.8398 15.135 5.2433 -0.05 3 1 0.5751 3.001 47 23.3 1.03 -6.11 2.24 23.2252 4.4348 3 2.83126 118.1589 2.83491 0.9672 1.8677 10.917 5.0514 -0.069 3 1 0.5665 3.1006 48 22 0.96 -5.78 2.29 21.9293 4.3777 3 2.84637 117.5039 2.89366 0.9984 1.8953 10.044 5.0432 -0.074 3 1 0.5583 3.1286 49 24.3 1.14 -5.5 2.33 24.2327 4.7044 3 2.83447 119.0049 2.95316 1.0296 1.9236 11.063 5.3573 -0.067 3 1 0.5501 3.112 50 28.1 1.5 -5.31 2.41 28.035 5.3505 3 2.8259 121.3684 3.01385 1.0608 1.9531 12.811 5.9949 -0.058 3 1 0.5418 3.0939 51 19.4 0.91 -4.42 2.43 19.3459 4.7038 3 2.90799 116.8068 3.07225 1.092 1.9803 8.218 5.5919 -0.087 3 1 0.5343 3.225 52 18.5 0.92 -3.34 2.47 18.4591 4.984 3 2.93981 116.7723 3.13064 1.1232 2.0074 7.6359 6.0019 -0.089 3 1 0.5271 3.269 53 18.6 0.85 -3.14 2.51 18.5616 4.5794 3 2.91413 116.2068 3.18874 1.1544 2.0343 7.5567 5.5292 -0.09 3 1 0.5201 3.251 54 23.6 1.45 -2.95 2.54 23.5639 6.1535 3 2.92244 120.6966 3.24909 1.1856 2.0635 9.8449 7.1377 -0.069 3 1 0.5128 3.2302 55 28.2 1.57 1.11 2.48 28.2136 5.5647 3 2.8357 121.7177 3.30995 1.2168 2.0932 11.898 6.3043 -0.046 3 1 0.5055 3.1325 56 79.5 3.39 2.04 2.48 79.525 4.2628 4 2.44178 129.8n4 3.37489 1.248 2.1269 35.804 4.4517 -0.014 4 0.9677 0.5088 2.6693 57 71 3.83 0.01 2.46 71.0001 5.3944 4 2.55155 130.4938 3.44013 1.2792 2.1609 31.264 5.669 -0.019 3 1 0.4897 2.792 58 223.3 5.5 -2.05 2.37 223.275 2.4633 5 1.97727 135.9361 3.5081 1.3104 2.1977 99.999 2.5027 -0.007 5 0.7684 0.5703 2.1376 59 377.4 2.32 -5.08 2.33 377.338 0.6148 6 1.3638 130.9 3.57355 1.3416 2.232 167.46 0.6207 -0.005 6 0.5231 0.6767 1.4891 189.3 2.07 -7.15 2.2 189.212 1.094 6 1.75147 128.3822 3.63774 1.3728 2.2649 81.934 1.1155 -0.01 6 0.6924 0.5904 1.9295 61 42.1 3.09 -6.68 2.13 42.0182 7.354 3 2.8026 127.6434 3.70156 1.404 2.2976 16.677 8.0644 -0.049 3 1 0.4605 3.0944 16.67, 62 171.4 2.34 -6.68 2.19 171.318 1.3659 6 1.8511 129.037 3.76608 1.4352 2.3309 71.884 1.3966 -0.011 5 0.7399 0.5575 2.0461 88.263 241.7 3.02 -6.82 2.19 241.617 1.2499 6 1.72319 131.7422 3.83195 1.4664 2.3656 100.52 1.2701 -0.008 6 0.6845 0.5766 1.8961 129. 64 231.8 2.12 -7.14 2.23 231.713 0.9149 6 1.63451 129.051 3.89648 1.4976 2.3989 94.968 0.9306 -0.009 6 0.6547 0.5852 1.8136 125.9I 65 180.5 2.4 -7.13 2.26 180.413 1.3303 6 1.82742 129.3484 3.96115 1.5288 2.4324 n.544 1.3602 -0.012 6 0.7393 0.5405 2.0317 90.12! Depth 1 2 C-14 In situ data Basic output data Fr qc (tsf) fs (tsf) u (psi) Other qt (tsf) Rf(%) SBT Ic SBT 8 (pcf) 6,v (tsf) uo (tsf)6',vo Qtl(tso (%) 34.9 2.44 0.49 -0.44 34.906 6.9902 3 2.84095 125.463 0.06273 0 0.0627 555.43 7.0028 Bq SBTn n Cn Ic Qtn 0.001 9 0.7361 8.0029 2.3165 263.533 33.8 2.52 0.81 -0.56 33.8099 7.4534 3 2.87073 125.6213 0.12554 0 0.1255 268.31 7.4812 0.0017 9 0.7823 5.299 2.4351 168.6909 3 29.8 1.92 4 50.7 0.98 5 45.8 1.77 6 22.2 1.42 7 17.2 1.08 8 32.6 1.96 9 29.4 1.88 10 19.2 1.08 11 15.3 0.88 12 20 1.1 13 19.6 1.12 14 15.3 0.93 15 9.5 0.5 16 8 0.43 17 10.8 0.66 18 10.8 0.63 19 11.8 0.75 20 19.3 1.17 21 11.7 0.8 22 13.6 0.7 23 14.5 0.81 24 10.8 0.35 25 30.3 1.66 26 16.4 0.94 27 10.4 0.47 28 21.5 0.99 29 11.6 0.35 30 11.4 0.32 13.8 0.52 24.9 1.54 33 20 0.91 34 20.8 0.95 35 21.8 0.93 36 26.3 1.43 37 60.2 2.95 38 53.8 3.37 39 93.3 3.77 40 39 2.65 0.38 -0.78 29.8047 6.442 3 2.86327 123.324 0.18n 0 0.1872 158.21 6.4827 0.0009 9 0.8022 4.0125 2.4785 112.3148 0.31 -0.93 50.7038 1.9328 5 2.33899 119.699 0.24705 0 0.2471 204.23 1.9423 0.0004 5 0.6424 2.5457 2.0483 121.3912 0.37 -1.02 45.8045 3.8643 4 2.57442 123.7769 0.30894 0 0.3089 147.26 3.8905 0.0006 8 0.7449 2.5018 2.3119 107.568 0.08 -1.05 22.201 6.3961 3 2.95278 120.3983 0.36914 0 0.3691 59.142 6.5043 0.0003 3 0.8891 2.5503 2.6819 52.62068 0.23 -1.06 17.2028 6.278 3 3.02892 117.7736 0.42803 0 0.428 39.191 6.4382 0.001 3 0.9311 2.3225 2.7822 36.82024 0.53 -1.08 32.6065 6.0111 3 2.81444 123.694 0.48988 0 0.4899 65.561 6.1028 0.0012 3 0.8737 1.9597 2.6263 59.48342 0.4 -1.1 29.4049 6.3935 3 2.86509 123.137 0.55144 0 0.5514 52.323 6.5157 0.001 3 0.9058 1.8046 2.7015 49.2092 0.37 -1.14 19.2045 5.6237 3 2.96143 118.0421 0.61046 0 0.6105 30.459 5.8083 0.0014 3 0.9518 1.6879 2.8156 29.66213 0.74 -1.2 15.3091 5.7482 3 3.04183 115.9907 0.66846 0 0.6685 21.902 6.0107 0.0036 3 0.9944 1.5788 2.9215 21.8455 0.93 -1.2 20.0114 5.4969 3 2.9415 118.2767 0.7276 0 0.7276 26.503 5.7043 0.0035 3 0.9698 1.4379 2.8486 26.2049 1.03 -1.18 19.6126 5.7106 3 2.95906 118.3595 0.78678 0 0.7868 23.928 5.9493 0.0039 3 0.9886 1.3403 2.8908 23.84698 1.49 -1.26 15.3182 6.0712 3 3.05713 116.3965 0.84498 0 0.845 17.129 6.4256 0.0074 3 1 1.2522 3.0188 17.1286 1.64 -1.34 9.52007 5.2521 3 3.1772 110.6957 0.90032 0.0156 0.8847 9.7429 5.8006 0.0119 3 1 1.196 3.1767 9.74287 1.68 -1.33 8.02056 5.3612 3 3.24182 109.1741 0.95491 0.0468 0.9081 7.7806 6.0858 0.0105 3 1 1.1652 3.2663 7.7806 1.85 -1.41 10.8226 6.0983 3 3.17387 113.0399 1.01143 0.078 0.9334 10.511 6.727 0.0056 3 1 1.1336 3.1919 10.51091 1.87 -1.43 10.8229 5.821 3 3.16113 112.6995 1.06778 0.1092 0.9586 10.177 6.4582 0.0026 3 1 1.1038 3.1914 10.17662 1.96 -1.25 11.824 6.343 3 3.1551 114.191 1.12488 0.1404 0.9845 10.868 7.0099 7E-05 3 1 1.0748 3.1923 10.86782 2.15 -1.11 19.3263 6.0539 3 2.98079 118.6432 1.1842 0.1716 1.0126 17.916 6.4491 -9E-04 3 1 1.0449 3.0055 17.91641 2.06 -0.96 11.7252 6.8229 3 3.17827 114.6428 1.24152 0.2028 1.0387 10.093 7.6309 -0.005 3 1 1.0187 3.2407 10.0929 2.06 -1 13.6252 5.1375 3 3.04931 114.032 1.29854 0.234 1.0645 11.579 5.6787 -0.007 3 1 0.994 3.1126 11.5794 2.24 -1.02 14.5274 5.5757 3 3.0506 115.2564 1.35616 0.2652 1.091 12.On 6.1498 -0.008 3 1 0.9699 3.1207 12.07305 2.62 -1.02 10.8321 3.2312 3 3.00689 108.4008 1.41036 0.2964 1.114 8.4578 3.7148 -0.011 3 1 0.9499 3.1096 8.45782 3.09 -1.04 30.3378 5.4717 3 2.80795 122.3026 1.47152 0.3276 1.1439 25.235 5.7507 -0.004 3 0.9948 0.9254 2.8627 25.24489 3.09 -1.08 16.4378 5.7185 3 3.01696 116.6468 1.52984 0.3588 1.171 12.731 6.3054 -0.009 3 1 0.9036 3.1102 12.73057 3.18 -1.04 10.4389 4.5024 3 3.10479 110.4676 1.58507 0.39 1.1951 7.4086 5.3084 -0.018 3 1 0.8854 3.2472 7.40863 3.37 -1.04 21.5413 4.5958 3 2.86607 117.6855 1.64392 0.4212 1.2227 16.273 4.9755 -0.009 3 1 0.8654 2.9623 16.27307 3.39 -1.1 11.6415 3.0065 3 2.9633 108.5765 1.6982 0.4524 1.2458 7.9814 3.52 -0.021 3 1 0.8493 3.1169 7.98143 3.37 -1.08 11.4413 2.7969 3 2.95164 107.8785 1.75214 0.4836 1.2685 7.638 3.3027 -0.025 3 1 0.8341 3.1171 7.63798 3.56 -1.02 13.8436 3.7563 3 2.95957 111.8958 1.80809 0.5148 1.2933 9.3061 4.3206 -0.021 3 1 0.8182 3.1144 9.30609 3.84 -1.04 24.947 6.1731 3 2.90546 121.2764 1.86873 0.546 1.3227 17.447 6.6729 -0.012 3 1 0.7999 3.024 17.44747 -0.76 -1.04 19.9907 4.5521 3 2.88791 116.8867 1.92717 o.sm 1.35 13.381 5.0378 -0.035 3 1 0.7838 3.031 13.38067 -0.89 -0.98 20.7891 4.5697 3 2.8761 117.297 1.98582 0.6084 1.3774 13.651 5.0523 -0.036 3 1 0.7682 3.0251 13.65109 -0.76 -0.96 21.7907 4.2679 3 2.84126 117.2561 2.04445 0.6396 1.4049 14.056 4.7098 -0.035 3 1 0.7532 2.996 14.05578 -0.56 -0.94 26.2932 5.4387 3 2.85101 120.8623 2.10488 0.6708 1.4341 16.867 5.912 -0.029 3 1 0.7378 2.9997 16.86675 -0.24 -0.86 60.1971 4.9006 4 2.56712 128.181 2.16897 0.702 1.467 39.556 5.0837 -0.012 4 0.9407 0.7354 2.6807 40.32971 -0.86 -0.91 53.7895 6.2652 3 2.67939 128.8805 2.23341 0.7332 1.5002 34.366 6.5366 -0.015 3 0.9906 0.7076 2.8066 34.4791 -2.82 -1.33 93.2655 4.0'In 4 2.37941 131.0435 2.29893 0.7644 1.5345 59.28 4.1444 -0.011 4 0.8703 0.7236 2.4871 62.20739 -4.52 -1.57 38.9447 6.8045 3 2.79991 126.3342 2.3621 0.7956 1.5665 23.353 7.2439 -0.031 3 1 0.6755 2.9569 23.35307 41 244.2 4.57 -4.43 42 183.4 4.83 -4.45 43 285.3 5.29 -4.33 44 355.7 2.13 -4.52 45 257.8 2.68 -3.97 46 157.2 4.72 -4.19 47 36.4 1.76 -4.7 48 24.3 0.67 -4.21 49 22.2 0.64 -3.95 SO 9.8 0.34 -3.71 51 137 1.96 -0.96 52 304.9 3.66 -2.45 53 364.4 2.5 -1.98 54 330.6 1.75 -0.67 55 354.7 2.29 -0.22 56 335.6 1.69 0.27 57 108.5 2.27 0.27 58 23 0.57 1.13 59 28.5 1.07 2.12 60 40.3 1.82 3.16 61 34 1.51 3.91 248 2.53 2.91 245 4.82 -1.29 64 271.4 4.77 -2.43 65 71.4 3.88 -3.22 -1.67 244.146 1.8718 6 1.85797 134.7987 2.4295 0.8268 1.6027 150.82 1.8907 -0.005 6 0.6641 0.759 1.9378 173.3923 -1.69 183.346 2.6344 5 2.0513 134.505 2.49675 0.858 1.6388 110.36 2.6707 -0.007 5 0.7458 0.7216 2.1477 123.3407 -1.77 285.247 1.8545 6 1.81521 136.2487 2.56488 0.8892 1.6757 168.7 1.8714 -0.004 6 0.6525 0.7408 1.8983 197.922 -1.84 355.645 0.5989 6 1.37294 130.1304 2.62994 0.9204 1.7095 206.5 0.6034 -0.004 6 0.4827 0.7933 1.4485 264.6573 -1.86 257.751 1.0398 6 1.64426 131.0259 2.69545 0.9516 1.7439 146.26 1.0508 -0.005 6 0.5948 0.7429 1.7385 179.0757 -1.87 157.149 3.0035 5 2.13713 133.9604 2.76243 0.9828 1.7796 86.752 3.0573 -0.008 5 0.7958 0.6612 2.2617 96.46706 -1.8 36.3425 4.8428 4 2.71481 123.171 2.82402 1.014 1.81 18.518 5.2508 -Â·0.04 3 1 0.5846 2.9351 18.51828 -1.87 24.2485 2.7631 4 2.68545 115.1175 2.88158 1.0452 1.8364 11.635 3.1357 -0.063 3 1 0.5762 2.954 11.63534 -1.98 22.1517 2.8892 4 2.72832 114.5617 2.93886 1.0764 1.8625 10.316 3.3311 -0.071 3 1 0.5681 3.0118 10.31582 -1.92 9.75459 3.4855 3 3.06304 107.9331 2.99283 1.1076 1.8852 3.5867 5.0283 -0.203 3 1 0.5613 3.4915 3.58671 -1.94 136.988 1.4308 6 1.93286 127.1949 3.05642 1.1388 1.9176 69.843 1.4634 -0.009 5 0.7349 0.646 2.0844 81.76811 -1.97 304.87 1.2005 6 1.64599 133.7157 3.12328 1.17 1.9533 154.48 1.2129 -0.004 6 0.6119 0.6872 1.757 195.9827 -1.96 364.376 0.6861 6 1.4094 131.3615 3.18896 1.2012 1.9878 181.71 0.6922 -0.004 6 0.5206 0.7202 1.513 245.8423 -1.94 330.592 0.5294 6 1.35711 128.5144 3.25322 1.2324 2.0208 161.98 0.5346 -0.004 6 0.5053 0.7212 1.4685 223.0961 -1.92 354.697 0.6456 6 1.39759 130.6539 3.31855 1.2636 2.055 170.99 0.6517 -0.004 6 0.5224 0.707 1.5092 234.7821 -1.96 335.603 0.5036 6 1.33738 128.2958 3.38269 1.2948 2.0879 159.12 0.5087 -0.004 6 0.5032 0.7103 1.4548 223.0234 -2 108.503 2.0921 5 2.12187 127.7007 3.44654 1.326 2.1205 49.542 2.1607 -0.012 5 0.8351 0.5596 2.3223 55.55974 -2.02 23.0138 2.4768 4 2.67439 113.8073 3.50345 1.35n 2.1463 9.0905 2.9215 -0.065 3 1 0.493 3.0247 9.09046 -2.04 28.526 3.751 4 2.71618 118.939 3.56292 1.3884 2.1745 11.48 4.2863 -0.05 3 1 0.4866 3.0395 11.4798 -1.98 40.3387 4.5118 4 2.66097 123.6708 3.62475 1.4196 2.2052 16.649 4.9573 -0.032 3 1 0.4798 2.9537 16.64916 -1.96 34.0479 4.4349 4 2.70859 121.891 36857 1.4508 2.2349 13.585 4.9733 -0.039 3 1 0.4735 3.0224 13.58548 -1.88 248.036 1.02 6 1.64909 130.5107 3.75095 1.482 2.269 107.66 1.0357 -0.005 6 0.6465 0.6107 1.8084 140.9911 -1.92 244.984 1.9675 6 1.87452 135.1967 3.81855 1.5132 2.3054 104.61 1.9986 -0.007 5 0.7367 0.5634 2.0411 128.4143 -1.92 271.37 1.7578 6 1.8088 135.3699 3.88624 1.5444 2.3418 114.22 1.7833 -0.006 6 0.7121 0.5679 1.9719 143.5706 -1.92 71.3606 5.4372 4 2.55276 130.601 3.95154 1.5756 2.3759 28.372 5.7559 -0.027 3 1 0.4453 2.8266 28.37156 2001 E. Dyer Rd Santa Ana, CA CPT Shear Wave Measurements S-Wave Interval Tip Geophone Travel S-Wave Velocity S-Wave Depth Depth Distance Arrival from Surface Velocity C-13 (ft) (ft) (ft) (msec)(fUsec)(fusec) 25.02 24.02 24.53 39.14 626.85 50.14 49.14 49.39 64.19 769.49 992.37 75.12 74.12 74.29 89.98 825.61 965.29 100.21 99.21 99.34 117.56 844.98 908.17 125.00 124.00 124.10 141.91 874.50 1017.04 C-14A 25.04 24.04 24.55 35.12 699.16 50.03 49.03 49.28 62.63 786.91 898.94 75.10 74.10 74.27 90.14 823.92 908.19 100.09 99.09 99.22 114.00 870.32 1045.58 Shear Wave Source Offset = 5 ft S-Wave Velocity from Surface = Travel Distance/S-Wave Arrival Interval S-Wave Velocity = (Travel DisQ-Travel Distl)/(Time2-Timel) This software is licensed to: Kehoe Testing and Engineering Presented below is a list of formulas used for the estimation of various soil properties. The formulas are presented in SI unit system and assume that all components are expressed in the same units. :: Unit Weight, g (kN/ma) x ::Small strain shear Modulus, Go (MPa) g = gw Â·0.27 Â·log(R,) + 0.36 Â·log(24+1.236 Go =(qt -ov).0.0188Â·10*55Â·19+1.68 Pa where gw = water unit weight ::Shear Wave Velocity, Vs (m/s) :: :: Permeability, k (m/s) :: Ic < 3.27 and Ic > 1.00 then k =10 0.952-3.04Â·4 (52<,0.50 Ic s 4.00 and Ic > 3.27 then k = 10 4.52-1.37Â·4 ::Undrained peak shear strength, Su (kPa) :: Nkt = 10.50 +7Â· log(Fr )or user defined ": Nspr (blows per 30 cm) ::s I (qi - o.)Ne=(2(1. 1 u NktC F, 7 10 1.1268-0.2817Â·4 (applicable only to SErrn: 1,2,3,4 and 9 or Ic > Ic_cuto") 1 :: Remolded undrained shear strength, Su(rem) (kPa) ::N'(60) = (41 . 10 1.1268-0.2817 4 :: Young's Modulus, Es (MPa) :: Su(rem) = fs (applicable only to SBL: 1,2,3,4 and 9 or Ic > Ic_cuton) (qt-ov)Â·O.015Â·10 0.55Â·4+1.68 :: Overconsolidation Ratio, OCR :: (applicable only to Ic < Ic_cuton)no.20k - F T - or user defned OCR-[0.25Â·(10.50Â·+7Â·bg(Fr)):: Relative Density, Dr (%) :: OCR = kocR - Qtn 100 Â·,1-21.1 (applicable only to SBL: 5,6,7 and 8 or Ic < 4_cutom)(applicable only to SHTn: 1,2,3,4 and 9 or Ic > Ic_cutor,)V kDR :: State Parameter, 41 :: ::In situ Stress Ratio, Ko 43 = 0.56 - 0.33 Â·log(Q m,cs)Ko =(1- she') Â·OCR*'.1 (applicable only to SK : 1,2,3,4 and 9 or Ic > Ic_cutorr) :: Peak drained friction angle, ip (Â°) x cp=17.60+11Â·bg(Q tn) ::Soil Sensitivity, St :: (applicable only to SBA: 5,6,7 and 8)S.=Ni :: 1-D constrained modulus, M (MPa) ::(applicable only to SBT.: 1,2,3,4 and 9 or Ic > Ic.cuton) If Ic > 2.20 :: Effective Stress Friction Angle, I (Â°)::a = 14 for Q ui > 14 a =Qtr, for Qrn Â£ 14 cp' = 29.5Â° Â· B121. (0.256+0.336 Â· Bq + bgQJ McpÂ·r=a-(qt-ov)(applicable for 0.10<4<1.00) If Ic Â£ 2.20 Mcpr=(qt -ov)'0.0188Â·10 0.554 -1.68 References â€¢ Robertson, P.K., Cabal K.L., Guide to (Zone Penetration Testing for Geotechnical Engineering, Gregg Drilling & Testing, Inc., 5lh Edition, November 7017 â€¢ Robertson, P.K., Interpretation of Cone Penetration Tests - a unified approach., Can. Geotech. 1.46(11): 1337-1355 (2009) BORING LOG LEGEND SAMPLE TYPE GRAPHICAL SYMBOL SAMPLE DESCRIPTION AUGER CORE SAMPLE COLLECTED FROM AUGER CUmNGS, NO FIELD MEASUREMENT OF SOIL STRENGTH. (DISTURBED) ROCK CORE SAMPLE: TYPICALLY TAKEN WITH A DIAMOND-TIPPED CORE BARREL. TYPICALLY USED ONLY IN HIGHLY CONSOLIDATED BEDROCK. GRAB NSR 0 SPT SH SOIL SAMPLE TAKEN WITH NO SPECIALIZED EQUIPMENT, SUCH AS FROM A STOCKPILE OR THE GROUND SURFACE. (DISTURBED) CALIFORNIA SAMPLER: 2-1/2 INCH I.D. SPLIT BARREL SAMPLER, UNED WITH 1-INCH HIGH BRASS RINGS. DRIVEN WITH SPT HAMMER. (RELATIVELY UNDISTURBED) NO RECOVERY: THE SAMPUNG ATTEMPT DID NOT RESULT IN RECOVERY OF ANY SIGNIFICANT SOIL OR ROCK MATERIAL. 5TANDARD PENETRATION TEST: SAMPLER IS A 1.4 INCH INSIDE DIAMETER SPLIT BARREL, DRIVEN 18 INCHES WITH THE SPT HAMMER. (DISTURBED) SHELBY TUBE: TAKEN WITH A THIN WALL SAMPLE TUBE, PUSHED INTO THE SOIL AND THEN EXTRACTED. (UNDISTURBED) VANE VANE SHEAR TEST: SOIL STRENGTH OBTAINED USING A 4 BLADED SHEAR DEVICE. TYPICALLY USED IN SOFT CLAYS-NO SAMPLE RECOVERED. COLUMN DESCRIPTIONS QiÂ£Ill: SAMELE: BLOW COUNT: POCKET PEN.: Distance in feet below the ground surface. Sample Type as depicted above. Number of blows required to advance the sampler 12 inches using a 140 Ib hammer with a 30-inch drop. 50/3" indicates penetration refusal (>50 blows) at 3 inches. WH indicates that the weight of the hammer was sufficient to push the sampler 6 inches or more. Approximate shear strength of a cohesive soil sample as measured by pocket penetrometer. GRAPHIC LOG: DRY DENSITY: MOISTURE CONTENT: LIOUID LIMIT: PLASTIC UMIT: PASSING #200 SIEVE: UNCONFINED SHEAR: Graphic Soil Symbol as depicted on the following page. Dry density of an undisturbed or relatively undisturbed sample in lbs/ft). Moisture content of a soil sample, expressed as a percentage of the dry weight. The moisture content above which a soil behaves as a liquid. The moisture content above which a soil behaves as a plastic. The percentage of the sample finer than the #200 standard sieve. The shear strength of a cohesive soil sample, as measured in the unconfined state. SOIL CLASSIFICATION CHART SYMBOLS TYPICAL MAJOR DIVISIONS GRAPH LETTER DESCRIPTIONS ...... CLEAN ...2...WELL-GRADED GRAVELS, GRAVEL - GRAVEL GW SAND MIXTURES, LITTLE OR NO GRAVELS ......FINES AND GRAVELLY 0-a b.0-a b Solls D Â° 6.POORLY-GRADED GRAVELS,(LITTLE OR NO FINES) i, 6<3 GRAVEL -SAND MIXTURES, LITTLE 000000 OR NO FINES COARSE o-Or_).6.Dtj GRAINED GRAVELS WITH it<SiU GM SILTY GRAVELS, GRAVEL - SAND - SOILS MORE THAN 50%FINES SILT MIXTURES OF COARSE 000000 FRACTION RETAINED ON NO. 4 SIEVE (APPRECIABLE CLAYEY GRAVELS, GRAVEL - SAND - CLEAN SANDS (LITTLE OR NO FINES) SILTS FINE AND GRAINED CLAYS SOILS SIA % SP % SM SC ML "Nuum//lill,/ ... AMOUNT OF FINES) 'CLAY MIXTURES MORE THAN 50% OF MATERIAL IS LARGER THAN NO. 200 SIEVE SIZE SAND AND SANDY SOILS WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES POORLY-GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SANDS WITH i SILTY SANDS. SAND - SILT MORE THAN 50%FINES 1 MIXTURES OF COARSE FRACTION PASSING ON NO. 4 SIEVE (APPRECIABLE CLAYEY SANDS, SAND - CLAY AMOUNT OF FINES)MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO LIQUID LIMIT MEDIUM PLASTICITY, GRAVELLY LESS THAN 50 -////A UL CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS MORE THAN 50% OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SIZE SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 HIGHLY ORGANIC SOILS 0L MH CH 0H 4 2 4 0 4 0 4 i PT 04 *,4 04 04 lilli'1'1 lilli lilli ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS INORGANIC CLAYS OF HIGH PLASTICITY ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS SoCalGeo / S0UTHERN BORING NO. CALIFORNIA B-1 GEOTECHNICAL A C,bjornIC/Milton JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: Dry DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 19 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS U,1 LL 32 0- DESCRIPTION 5 :r 1.1.1 zu) 2 w D z O 0& mt z w o F= ga 8%LU2 Or mt q'- 0 1- co -&9 68 6, 5, WM Wi o1 ' SURFACE ELEVATION: --- MSL 05 50 33 0.3 0.4 30 0 3'/2* inches Asphaltic concrete, 6* inches Aggregate base ALLUVIUM: Dark Gray Brown to Black Silty Clay, trace fine to - 109 20 El = 54 @ 0 tomedium Sand, very stiff-very moist 5' LL t 23 4.5 lili BLOW COUNT POCKET PEN.901 OIHdV89 17 45 12 2. 105 21 101 22 Brown Silty Clay, trace calcareous nodules, stiff-moist to very moist ..@ 7 to 7>; feet, slightly porous -108 16 Brown Clayey fine Sand to fine Sandy Clay, trace calcareous jnodules, stiff-moist to very moist r Brown Silty Clay, trace calcareous nodules, medium stiff to 93 32 stiff-very moist 101 25 Dark Gray Brown Silty Clay, some calcareous nodules, medium stiff-very moist H 11 20 20 Dark Brown fine Sandy Clay, little Silt, medium stiff-very moist 99 20 Boring Terminated at 20' TEST BORING LOG PLATE B-1 TBL 15G101.GPJ SOCALGEO.GDT 2/10/15 SoCaIGeo SOUTHERN BORING NO CALIFORNIA GEOTECHNICAL A Cabkâ€¢In, Ciâ€¢;râ€¢â€¢th,n JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: Dry DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 19 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS 2 21 4.0 '*F BLOW COUNT POCKET PEN.901 01Hdn:ID 2 DESCRIPTION 05 !&!r i 3 0 a. O- 1-H 0 6.WIL WZ 5!: 0= n SURFACE ELEVATION: --- MSL O t. 5 0 -t _, 0- J i 272* inches Asphaltic concrete, 6* inches Aggregate base ALLUVIUM: Dark Gray Brown to Dark Gray Silty Clay, trace - 100 24WSilt, trace fine Sand, little calcareous nodules, stiff-very moist 95 29 ,'lllll Light Brown Silty Clay, trace fine Sand, some calcareous 20 3.5 1111'll.nodules, stiff-very moist 103 21 15 15 13 20 @ 7 feet, trace Iron oxide staining -100 29 Brown Clayey fine Sand to fine Sandy Clay, little to some Silt, ,trace Iron oxide staining, medium dense-very moist r Dark Gray Brown Silty Clay, medium stiff-very moist 95 29 B-2 Brown Silty Clay, trace fine Sand, little to some calcareous nodules, trace Iron oxide staining, stiff-very moist 103 23 11 1.25 @19 feet, mediumstiff 99 25 20 Boring Terminated at 20' TEST BORING LOG PLATE B-2 TBL 15G101 GPJ SOCALGEO.GOT 2/10/15 . SocaIGeo A S0UTHERN BORING NO. CALIFORNIA B-3 GEOTECHNICAL A Câ€¢11*.,1. C.B....1 JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: Dry DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 25 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS Z LU 0 0 LU I O UL 2.7 $ A 2 320- --- Ul It- 8 DESCRIPTION 03 6&!20 W ZU) 12 Sol Z U.Z o Na mt zUl a. B E- 2w o g 85 5% a 5 0 >2 9 Â£ f 1- 0 1- 0 - a0,0 00 62 52 WR 91 M CO SURFACE ELEVATION: --- MSL 0% ao J., a.., a.. 00 8 2* inches Asphaltic concrete, 61 inches Aggregate base *4 11 ALLUVIUM: Dark Brown Silty Clay, trace fine to medium 94 26 Sand, trace calcareous nodules, trace Silt, medium stiff-very moist H 13 4.25 14 45 H 7 1.5 10 2.0 106 24 Light Brown to Brown fine Sandy Clay, trace fine Gravel, stiff-moist to very moist 114 16 Brown to Dark Brown Clayey fine Sand to fine Sandy Clay, medium stiff-very moist 97 27 96 26 10--U 5(jf_ Dark Gray Brown Silty Clay, trace fine Sand, medium stiff-very - 5: 0* moist i:icit ...... S..... I *litir ...... 7 1.5 555555 15 13 44.4.1- St.... *.4... *Iii.r ...... - j/ 6 1.0 ...... 20 --[-3 ......Siltir S..... Brown Silty Clay to Clayey Silt, trace fine Gravel, medium stiff-very moist 100 26 @ 19 feet, trace to little calcareous nodules, soft to medium 98 28 stiff-moist to wet .....' .;iili:.Light Brown Silty Clay, some calcareous nodules, stiff-very moist -H 17 3.5 109 21 LU Boring Terminated at 25' TEST BORING LOG PLATE B-3 TBL 15G101.GPJ SOCALGEO.GDT 2/10/15 . SocalGeo A S0UTHERN BORING NO CALIFORNIA I GEOTECHNICAL A Câ€¢lik..111*Cl-1..1 JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: 47 feet DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 50 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS LL t 5 2.0 OLUW LUUN I POCKET PEN.901 0IHdVh!9i W i DESCRIPTION SURFACE ELEVATION: --- MSL 1* inches Asphaltic concrete, 7* inches Aggregate base ALLUVIUM: Dark Gray Brown to Dark Brown Silty Clay, trace fine Sand, medium stiff-very moist 32 JO 27 6 20 / 9 3.0 I0 5 1.7 20 Brown fine Sandy Clay to Silly Clay, some calcareous 18 nodules, medium stiff-moist to very moist B-4 @ 6 to 716 feet, stiff 21 Brown fine Sand, trace to little Clay, loose to medium dense-very moist - 20 64 Brown to Gray Brown Silty Clay, trace fine Sand, medium stiff-very moist 27 92 14 @ 1814 to 20 feet, soft to medium stiff . 23 81 * 5 2.0 23 80 Red Brown to Brown Silty Clay, trace fine Sand, stiff-very moist 19 112 20 3.75 108 19 25 TEST BORING LOG PLATE B-4a TBL 15G101.GPJ SOCALGEO.GDT 2/10/15 IIIAx SoCalGeo S0UTHERN BORING NO. CALIFORNIA B-4 GEOTECHNICAL /1 WArn' Co,;4!,0,1 JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: 47 feet DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 50 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS LL t SAMPLE BLOW COUNT 'N3d 13>IOOd 2 32 0- -- U,1 LL DESCRIPTION 0 6612.W Z0 12 Z O (Da mtE- 2@ a g za Zi" 2 2 9 J 0 H 2 0 0 Ul 820 00 9* 5* UZ ZI(Continued)06 60 2-J a-J a.* 30 00 9 1.5 428. 4 22 2.25 5 mth. Red Brown to Brown Silty Clay, trace fine Sand, stiff-very moist Gray Brown fine Sandy Clay, some calcaroues nodules, stiff-very moist to wet 23 61 @ 43'6 to 49'/2 feet, wet . 23 68 22 60 Brown Silty fine Sand, medium dense-wet . 24 34 27 1.75 Gray Brown Clayey Silt, little to some fine Sand, very stiff-wet 25 69 -Gray Brown Silty fine Sand, medium dense to dense-wet 19 21 Boring Terminated at 55' TEST BORING LOG PLATE B-4b TBL 15G101.GPJ SOCALGEO.GDT 2/10/15 . SocalGeo A SOUTHERN BORING NO CALIFORNIA I GEOTECHNICAL A Cal,frmt C,â€¢Mr.Im JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: Dry DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 19 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS B-5 LL t 13 45+ *< 22 4 5+ 27 4 5+ H 24 45 DEPTH (FEET)SAMPLE BLOW COUNT 'N3d 13MOOd 901 0:HdnID DESCRIPTION SURFACE ELEVATION: --- MSL FILL: Brown to Dark Brown fine Sandy Clay, trace to little Silt, trace medium to coarse Sand, trace fine Gravel, stiff-moist to very moist &8 >U- Miza:O 0006 50 106 16 32 0- Ul It-u.1 ZCD fe O& irt2,- E,- ME GE gl 51 <M zr 0 -1 -1 a. J a.* D 0 0 El = 34 @ 0 to 5' 102 17 ALLUVIUM: Dark Brown fine Sandy Clay, trace Silt, abundant calcareous veining/nodules, very stiff-moist to very moist 104 21 109 18 19 4.25 /:::iyi22Jabteeoie Sand, some calcareous . 116 12 10-I-3 1111'11= - 103 2162 12 2.75 6 Brown Silty Clay, trace fine Sand, trace Silt, stiff-very moist '/lllli H 9 05 11114 @ 19 to 20 feet, medium stiff 103 25 20 *00 Boring Terminated at 20' TEST BORING LOG PLATE B-5 TBL 15G101.GPJ SOCALGEO.GOT 2/10/15 IIIA . SoCalGeo - S0UTHERN BORING NO. CALIFORNIA B-6 SEOTECHNICAL A 01*HIC".1,0,1 JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: 43 feet DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 44 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS t 7 15 ' 1//G !1.,1 ./1,11 ALUW LUUNI POCKET PEN.901 01Hdnlei Ul <C . i DESCRIPTION SURFACE ELEVATION: --- MSL 214* inches Asphaltic concrete, 7* inches Aggregate base FILL: Dark Gray Brown fine Sandy Clay, trace medium Sand, medium stiff-very moist 2 0 6&!20 3z >-U- MIZa:9 00 Ob 50 32 UJ 0 evil aiÂ£05 51- 01- 990 g* 55 WR -1-1 0- --1 0-42 2 Z Ul 0 0 ALLUVIUM: Brown fine Sandy Clay, trace calcareous veining, medium stiff-very moist . 27 Dark Brown to Black Silty Clay, trace to little fine Sand, trace calcareous veining, soft-very moist 31 4 2.75 14 4.25 6 1.75 12%*2*%04 Brown fine Silty Clay, trace Sand, soft-moist to very moist 25 @ 10 to 11 feet, trace Iron oxide staining, stiff 111 18 35 16 89 Brown fine Sandy Clay, medium stiff-very moist 22 76 7 1.5 20 65 Brown fine Sandy Clay to Clayey fine Sand, medium stiff to stiff-very moist 109 21 33 16 53 109 21 Brown Silty Clay, stiff to very stiff-very moist 15 3.5 *30 87 TEST BORING LOG PLATE B-6a TBL 15G101.GPJ SOCALGEO.GDT 2/10/15 m SoCalGeo . SOUTHERN BORING NO CALIFORNIA I GEOTECHNICAL A Câ€¢Ift=Cm.'.1,- JOB NO.: 15G101 PROJECT: Proposed Mixed Use Dev. LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 1/13/15 WATER DEPTH: 43 feet DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 44 feet LOGGED BY: Matt Manni READING TAKEN: At Completion LABORATORY RESULTS J 0 9 0 6 0 0 m Z W m Q LL DESCRIPTION (Continued) 32 0 ,LI- M:!Z 56 88 0 0 g 5 t 0,- gz 5* ..IJ 0- J 2 Ul 05 0 0-* 92 0 0 . Brown Silty Clay, stiff to very stiff-very moist 710 1.5 111. @ 38'h to 40 feet, Gray Brown, some calcareous nodules, . 26 89 trace fine Sand, stiff 14 4.5+ 24 0.5 ,Â¢* Gray Brown Clayey fine Sand to fine Sandy Clay, trace - medium Sand, trace Iron oxide staining, stiff-wet = 16 55 B-6 21 56 Gray Brown fine to medium Sand, trace Clay, trace Silt, trace 29 13 coarse Sand, medium dense-wet Boring Terminated at 50' TEST BORING LOG PLATE B-6b TBL 15G101.GPJ SOCALGEO.GOT 2/10/15 Alliance Residence October 7,2016 J.N.: 2530.00 APPENDIX B LABORATORY TEST RESULTS (GROUP DELTA CONSULTANTS, June 17, 2016 & SOUTHERN CALIFORNIA GEOTECHNICAL, February 12, 2015) ALBUS-KEEFE & ASSOCIATES, INC. APPENDIX B LABORATORY TESTING B.1 General The laboratory testing was performed using appropriate American Society for Testing and Materials (ASTM) standards and Caltrans Test Methods (CTM). Modified California drive samples, Standard Penetration Test (SPT) drive samples, Shelby Tube samples, and bulk samples collected during the field exploration were sealed in the field to reduce moisture loss. The samples of earth materials were then transported to the laboratory for further examination and testing. Tests were performed on selected samples as an aid in classifying the earth materials and to evaluate their physical properties. Laboratory testing for this investigation included: â€¢ Soil Classification: USCS (ASTM D 2487) and Visual Manual (ASTM D 2488); â€¢ Moisture Content (ASTM D 2216) and Dry Unit Weight (ASTM D 2937); â€¢ Atterberg Limits (ASTM D 4318); â€¢ Grain Size Distribution (ASTM D 422) and Percent Passing #200 Sieve (ASTM D 1140); â€¢ Triaxial Compression: Consolidated Undrained (ASTM D 4767); â€¢ One-Dimensional Consolidation (ASTM D 2435); â€¢ Expansion Index (D 4829); and â€¢ Soil Corrosivity: o pH (CTM 643); o Water-Soluble Sulfate (ASTM D 516); o Water-Soluble Chloride (lon-Specific Probe, ASTM D 512); o Minimum Electrical Resistivity (CTM 643) â€¢ Compaction Test (ASTM D 1557); â€¢ Resistance R-Value (CTM 301) A summary of laboratory test results is presented in Table B-1. A brief description of the laboratory testing program and test results is presented below. B.2 Soil Classification Soil samples recovered from subsurface explorations were logged and classified in accordance with Caltrans "Soil and Rock Logging, Classification, and Presentation Manual, 2010". The subsurface soils were visually and manually classified in the field in accordance with the Unified Soil Classification System (USCS) following ASTM D 2488; soil classifications were modified as necessary based on testing in the laboratory in accordance with ASTM D 2487. The details of the soil classification system and boring records showing the classifications are presented in Appendix A. GROUP DELTA Appendix B - Laboratory Testing 2001 E. Dyer Road Santa Ana, California GDC Project No. LA-1248A Page B-2 B.3 Moisture Content and Dry Unit Weight The in-situ moisture content of selected bulk, SPT, and Modified California Ring samples was measured by oven drying in accordance with ASTM D 2216. Selected Modified California Ring samples were trimmed flush in the brass/steel rings and their wet weight was measured. After drying, the dry weight of each sample, and volume and weight of the metal containers were measured. The moisture content and dry density were calculated in accordance with ASTM D 2216 and D 2937, respectively. Results of these tests are presented in Table B-1 and included in the boring records in Appendix A. B.4 Atterberg Limits Fine-grained fractions of soils were characterized using the Atterberg Limit tests. These tests include Liquid Limit and Plastic Limit tests to evaluate the Plasticity Index in accordance with ASTM D 4318. For selected samples where presence of organic material was observed both airdried and oven dried Liquid Limit tests were performed to determine whether the samples classified as organic clay or silt (OL, OH) in accordance with ASTM D 2487. None of the samples tested had oven dried liquid limits less than 75% of the air dried values and therefore did not classify as OL or OH. The results of the Atterberg Limits tests are included in the boring records in Appendix A, summarized in Table B-1. B.5 Grain Size Distribution and Percent Passing No. 200 Sieve Selected soil samples were dried, weighed, and soaked in water until individual soil particles were separated, and then washed on the No. 200 sieve. The percentage of fines (soil passing No. 200 sieve) was measured in accordance with ASTM D 1140. The washed fraction retained on the No. 200 sieve was then screened on a No. 4 sieve, and the fraction retained on No. 4 was weighed to measure the percentage of gravel. Then, the washed material retained on No. 200 sieve was shaken through a standard stack of sieves in accordance with 8STM D 422 to evaluate the grain size distribution. The results of grain size distribution tests are included in this appendix. The relative proportions (or percentages) by dry weight of gravel (retained on No. 4 sieve), sand (passing No. 4 sieve and retained on No. 200 sieve), and fines (passing No. 200 sieve) are included in the boring records in Appendix A and summarized in Table 8-1. B.6 Triaxial Compression Test A Consolidated Undrained Compression Triaxial test was performed on selected clayey samples in accordance with ASTM D 4767. k GROUP DELTA Appendix B - Laboratory Testing 2001 E. Dyer Road Santa Ana, California GDC Project No. LA-1248A Page B-3 B.7 One-Dimensional Consolidation The consolidation characteristics of selected soil samples under incremental loading were evaluated by performing one-dimensional consolidation tests. These tests use a floating ring consolidometer and a dead weight system in accordance with ASTM D 2435. Time rate readings were also recorded at selected loads. B.8 Expansion Index Test The expansion potential of the site soils was estimated using the Expansion Index Test in accordance with ASTM D 4829 and the test result is presented in Table B-1. B.9 Soil Corrosivity Tests were performed to evaluate corrosion potential of selected soil samples on concrete and ferrous metals. Corrosivity testing included minimum electrical resistivity and soil pH (CTM 643), water-soluble chlorides (ASTM D 512), and water-soluble sulfates (ASTM D 516). The test results are presented in Table B-1. B.10 Compaction Test The laboratory maximum dry density and optimum water content for compacted soils were determined in accordance with ASTM D 1557. B.11 R-Value Resistance R-Value tests were performed by stabilometer method on selected bulk samples of the subgrade soils. The tests were conducted in general accordance with CTM 301. R- Value tests are identified in Table B-1. B.12 List of Attached Table and Figures The following table and figures are attached: List of Table Table B-1 Summary of Laboratory Test Results GROUP DELTA Table B-1: Summary of Laboratory Test Results Boring No.Sample Depth (ft) Raw Blow Sample Type USCS R-Value Count (blows/ft) Grain Size Atterberg Limits Moisture Dry Density ExpansionContent (%)(pcf) 1 Corrosion Direct Shear 3 ,t Triaxial Consolidated- Undrained Unconfined Compression Strength (psi) Gravel | Sand (%) 1 (%)Fines (%)| LL (%) | PL (%)| Pl (%) 1 Minimum pH Sulfate (%) Chloride (%)Resistivity (ohm-cm) Compression Indices 0.13 0.02 0.57 Peak Peak Friction Angle kUltimate Ultimate Friction Cohesion Friction Angle Cohesion (psf)(degrees)Conesion (psf)Angle (degrees)(psf)(degrees) CL 5 CL 37 17 20 CL 11 19.6 105.9 CL 4 CL CL 8 CL 7 CL 11 CL 16 SP-SM 20 1 87 12 SM 4 SM CL 13 CL 20 CL 4 CL 17 CL CL 11 19.5 CL 48 CUML 17 21.4 17 32 51 27 21 6 SP 79 2 80 18 SP-SM 34 19.1 0 94 6 SP 45 SM 54 9 CL 8 CL 18 CL 3 CL 37 17 20 CL SP 13 SM 27 19.6 110.0 4 46 50 Cl 50 CL 61 16.1 116.6 SP 25 2 93 5 5M 24 17.3 4 57 39 SM CL 13 CL 7 CL 33 15 18 CL 8 CL CL 9 CL 13 CL 25 SP 34 13.7 SW-SM 8 SM 5 SPT 7 BULK 10 MC 15 SPT 20 SH B-1 25 SPT 30 MC 35 SPT 40 MC 45 SPT 50 MC 0 BULK 2.5 SPT 7.5 MC 12.5 SPT 17.5 MC 22.5 SH B-2 27.5 SPT 32.5 MC 37.5 SPT 42.5 MC 47.5 SPT 50 MC 2 BULK 2.5 SPT 5 MC 10 SPT 15 SH 20 SH B-3 25 SPT 30 MC 35 SPT 40 MC 45 SPT 50 SPT 0 BULK 2.5 MC 7.5 SPT 12.5 SH 17.5 MC 22.5 5H B-4 27.5 MC 32.5 SPT 37.5 MC 42.5 SPT 47.5 MC 50 SH 14 49 1158 Page 1 of 2 Table B-1: Summary of Laboratory Test Results Grain Size Atterberg Limits Corrosion Direct Shear Moisture Dry Density Expansion Content (%) (pcf) 9Compression Indices Boring No. Sample Depth (11) Raw Blow Sample Type USCS RÂ·Value Count (blows/It) Void Ratio CCE I Crt I Triaxial ConsolidatedÂ· Undrained Unconfined Compression Strength (psi) Gravel Sand | Fines{%)| LL (%) | PL (%)| P I (%) lili f Minimum pH Sulfate (%) Chloride (%) Resistivity , (ohm-cm) Peak Peak Friction Angle Ultimate Ultimate Friction Cohesion Friction Angle Cohesion (psf)(degrees)Cohesion (psf}Angle (degrees)(psf)(degrees) O BULK SM 2.5 SPT CL 7.5 MC CL 12.5 SH CL 17.5 SPT CL 8-5 22.5 MC CL 27.5 SH CL 37 SPT SP 42 SPT SP 47 SPT SP 50 SPT SM 1 BULK 5 MC 10 SPT 15 SH 20 SPT B-6 25 MC 30 SPT 35 MC 40 SPT 45 MC 50 SPT 0 BULK 5 MC 10 MC 15 MC 20 MC B-7 25 MC 30 MC 35 MC 40 MC 45 MC 50 MC 9 10 5 22 24.6 98.6 41 19 22 30 11.7 9 3 90 7 48 63 ;M CL 12 CL 7 21 CL 42 18 24 CL 2 CL 12 CL 14 CL 22 '-SM 36 22.4 3 76 21 '-SM 37 43.3 CL 4 ;M 34 8.6 8 23 827 CL 11 18.5 105.8 CL 7 45 20 25 0.24 0.03 0.82 CL 8 23 102.4 0.17 0.03 0.71 CL 13 CL 16 20.3 109.2 43 14 29 0.17 0.03 0.67 CL 13 CL 31 SM 13 0 86 14 iM 17 19.1 110.2 CL 21 Page 2 of 2 Table B-1: Summary of Laboratory Test Results Boring No Sample Depth 1 2.5 5 7.5 10 15 20 25 30 B-8 35 35.75 36.25 40 45 50 55 60 61 0.88 2.5 5 7.5 10 Raw Blow Sample Type uses R- Value Count (blows/ft) Grain Size Atterberg Limits Corrosion Direct Shear Moisture Dry Density Expansion Content (%)(PCO Triaxial Consolidated- Undrained Unconfined Compression Strength Cpsi) Gravel Sand R 1 N Fines (%) LL (%) I Pl (%) I Pl (%) Minimum pH Sulfate (%) Chloride (%)Resistivity (ohm-cm) Compression Indices 0.104 0.021 0.76 0.094 0.011 0.55 0.076 0.008 0.54 Peak Peak Friction Angle Ultimate Ultimate Friction Cohesion Friction AngleCohesion (psf)(degrees)Cohesion (psf)Angle (degrees)(psf)(degrees) BULK CL SPT CL 13 MC CL 13 22.2 87 48 22 26 SPT CL 4 MC CH 15 25.8 99 SPT CH 2 MC CH 7 SPT CH 7 24.6 102 MC CL 22 25.8 100 SPT SM 14 SPT SM SPT SM MC SP 10 SPT SP 57 MC SP 12 SPT Cl-ML 12 MC CL 80/11 21.5 109 MC SP 13.1 120 15 20 25 30 B-9 30.75 31.25 35 40 40.75 41.25 45 50 55 60 1 2.5 5 7.5 8.25 8.75 B-10 10 15 20 25 30 30.75 31.25 BULK CL MC CL 12 22.7 104 38 19 19 7.86 2.15 <0.01 723 SPT CL 4 MC CL 10 18.7 106 SPT CUML 2 MC SP 11 18.8 111 370 24.6 220 24.6 SPT SP-SM 5 MC SP 23 20.8 104 SPT SM 13 MC CL SPT CL SPT CL 9 MC CL 33 MC CL 19.8 114 MC SP 18.6 110 MC SM 26 SPT CL 21 SPT CL 7 SPT SP 6 BULK SC 13.5 98 92 7.96 2.45 0.01 602 SPT SC 12 44 19 21 MC CL 16 17.1 108 SPT SP-SM 5 SPT CL SPT CL MC CH 7 22.4 101 SPT CH 4 MC CH 8 20.9 103.0 SPT CH 10 MC CH 62 MC CH 18.2 114 MC SM 20.3 114 Page 1 of 2 Table B-1: Summary of Laboratory Test Results Grain Size Atterberg Limits ,Corrosion Direct Shear Moisture Dry Density Expansion :'Content (%)(Pco - Compression Indices Boring No. Sample Depth m) Raw Blow Sample Type USCS R-Value Count (blows/ft) Void Ratio Triaxial Consolidated- Undrained Unconfined Compression Strength (psi) Gravel Sand |Fines (%)|LL (%)|PL (%)|PI (%) 1 17.J 111 ' Minimum pH Sulfate (%) Chloride (%)Resistivity (ohm-cm) Peak Peak Friction Angle Ultimate Ultimate Friction Cohesion Friction AngleCohesion (psf)(degrees)Cohesion (psf)Angle (degrees)(PSO (degrees) 35 MC 40 MC 45 SPT B-10 50 MC 55 SPT 60 SPT 1.5 BULK 5 MC 10 MC 15 MC 20 MC 25 MC 30 MC 35 MC 40 MC 45 MC B-11 50 MC 55 MC 60 MC 65 MC 70 MC 75 MC 80 MC 85 MC 90 MC 95 MC 100 MC 1.25 BULK 5 MC 10 MC 15 MC 20 MC 25 MC 30 MC 35 MC 40 MC 8-12 45 MC 50 MC 55 MC 60 MC 65 MC 70 MC 75 MC 80 MC 85 MC 90 MC SM 19 18.1 112 SP 59 20 110 CL 5 CL 11 CL 10 ML 5 SM SM 24 15.4 112.0 SC 26 18.4 110 CL 14 22.5 102 CL 13 22.6 105 33 16 17 0.1 0.01 0.66 SC 15 20.5 106 CH 26 16.5 116 SC 19 16.3 115 SP 28 16.5 111 SP 46 CL 24 24.2 100 CL 26 25.9 97 SP 69 19.5 107.0 SM 66 20.5 109 CL 24 28.1 95 CL 25 33.7 91 CL 32 27.4 96 CL 27 19.5 108 CL 30 24.5 101 CL 33 19.2 111 CL 64 24.7 120 15 12 73 SP CL 12 19.9 104 CL 16 21.7 105 CH 17 22.9 102 CH 15 22.9 104 CH 11 24.6 101 CL 19 22.7 103 CL 30 18.5 113 CL-ML 35 20.1 107 CL 50/6 22.1 104 SP 77/11 19.6 107 SM 50/6 24.1 101 CH 13 51.2 70 CH 8 31.4 96 CL 18 29.2 93.0 CL 21 27.7 95 CL 25 25.6 99 CL 24 22 106 CL 39 24.5 102 Page 2 of 2 CONSOLIDATION TEST RESULTS ASTM D-2435 0% 1% 2% 91=r 5% -r-- 6% Strain -H-1+1 IVCEE!]IL -1 1 Lilli 1 1 -37[LE IL 1000 100[ 8% 9% i 10% 10 100 RE f )0000 GROUP RIL!4444+H-1- 4 Stress (psf) Sample Depth 14 PRESSURESAMPLEVOID Sample No. [--5AW--1 uses E-----CI-----1 1 (psn I STRAIN I RATIO 1 100 0.07%0.5696 560-639%63383 1 1066Â©6.96%Â©63556 Initial Total Unit Wt.:I 129.9 Ipcf 20001.86%0.5415 Initial Void Ratio:1 0.5707 1 |4000 | 3.51% | 0.5156 | 8000 | 5.38% 1 0.4862 7.95% | 0.4459 -8660-7.71%-6.4497 | 4000 | 7.31% | 0.4558 Final Total Unit Wt.:I 135.2 Ipcf |2000 | 6.91% | 0.4621 Final Void Ratio:I 0.4941 I 1 1000 1 6.34% | 0.4711 | 500 | 5.98% 1 0.4768 0 | 4.88% | 0.4941 Water Added at:560 Psf ATTERBERG UMITS LL= 37 PL=| 17 Pl= 20 Assumed Specific Gravity of Solids, Gs:1-377-1 PROJECT LA1248A PROJECT Broadstone Heritage NUMBER:NAME: FIGURE NO. B-3 SH-6 .Wil"JÂ¢ NlPrcÂ»c:3 120121/LAÂ·124 A-u nroed,-, MIRMOI FId tnÂ¥,ctign/ L.,b TilÂ¢L*) Ri/IRIBWIMLMIRk-, T- L.At24 8-3 SH-0 AFTER BEFORE I CONSOLIDATION TEST RESULTS ASTM D-2435 1 i-t-tit- ----1-1--1-1-1-1719-- -1- - 1-1--t-1-t-1-M-----1- --rt--1- 1 1 1 111 4% -7-/-5 :I 4-FET-i-X]ZEt]ZEECE!--I-F-1 LIlli 6% I 1-7 ill I \' Ull 8%III -- U---1--1-4 111411 10%i -1 I t I VT 111 12% Int--r771]ZEZZE!- 1 LI 1 I lili I 16% 18%----i-Hll=REFEEr-- 20% 10 100 1000 10000 L Stress (psf) Boring No. Sample Depth 10 FRESSURESAMPLEVOID uscs E--7--EL 1 (psf) 1 STRAIN I RATIO -3Â®-1--1.31%Â©6.7936- Initial Dry Unit Wt: 963-lpcf -TOOET-iii%-83Â§70 Initial Total Unit wt.:1122.5-Ipcf r3660-337%-63611 Initial Void Ratio:I 0.8168 I 74880-5.77%-0.7128 -8660-9.07%-8.632r 13.09% | 0.5791 -886012.78%1-63847 Final Dry Unit Wt:1-32-5-lpcf -4666-T73.21%-6394Â§ Final Total Unit Wt.:I 130.5 Ipcf -200011.61%-0.6058 Final Void Ratio:I 0.6621 I E-IOOET-IO.*iT-0.6262 750010.29rr-6.6299 8.52% 1 0.6621 Water Added at:r-566-lpsf ATTERBERG UMITS LL=| 45 PL= 20 PI=| 25 Assumed Specific Gravity of Solids, Gs:-2.81-1 PROJECT LA1248A PROJECT Broadstone Heritage NUMBER:NAME: FIGURE NO. B-7 R-3 I t L )0000 GROUP .El.T.#.I NlFrul,ct ;120&1 2-LA-124* A-Â·*248,0,0,= H,tle,001 A- Irr,-10*,AL, TIIvk R,-*sen,ca=I/1*Icn T- LAI24 6-7 R-3 AFTER BEFORE Strain CONSOLIDATION TEST RESULTS ASTM D-2435 0% 2% 4% 6% = 8% = 10% 12% Strain \ 1 \ -ri. hk 10 100 1000 10000 100000 Stress (psf) Boring No.B-7 Sample Depth 15 PRESSURE SAMPLE VOID Sample No.R-4 uses CL (psf)STRAIN RATIO 100 0.13%0.7056 Initial Moisture Content:24.2%500 1.08%0.6893 Initial Dry Unit Wt:101.6 pcf 1000 1.33%0.6851 Initial Total Unit Wt.: 126.2 pcf 2000 2.18%0.6705 Initial Void Ratio: 0.7078 4000 3.81 %0.6427 Initial Degree of Saturation: 95.1%8000 5.96%0.6060 16000 8.96%0.5548 Final Moisture Content:22.5%8000 8.69%0.5594 Final Dry Unit Wt:106.8 pcf 4000 8.21%0.5676 Final Total Unit Wt.:130.8 pcf 2000 7.69%0.5764 Final Void Ratio: 0.6248 1000 6.97%0.5887 Final Degree of Saturation: 100.1%500 6.48%0.5971 0 4.86%0.6248 Water Added at:500 psf ATTERBERG UMITS LL=PL=PI= Assumed Specific Gravity of Solids, Gs:2.78 PROJECT LA1248A PROJECT Broadstone Heritage NUMBER:NAME: GROUP FIGURE NO. B-7 R-4 %0Â·12-LAÂ· - Â· Â·Â·--' - - ' - - - Â· 4 AFTER BEFORE CONSOLIDATION TEST RESULTS ASTM D-2435 0% , 1% 4 20/0 1ZZIniZZIElZEDEE[tEZZINIZi ZEI33-FM--4- t-i-I-i-i+1- zzz332121zztfhfl 3% -1-i-i- 121--FL-._ 5% 7% 9%1 11111L1 1 L!-Li -1-3 Ill 10% 10 100 1000 10000 1C Stress (psf) Sample Depth 1----25 FRESSURESAMPLE-VOID USCS EEL (psn ] STRAIN ] RATIO -100_0.06%_LQ.6711 566--1- Initial Dry Unit Wt:[-3-01.9-lpcf 1066-70.49%-8.6640 Initial Total Unit Wt.:1125.71pcf 2866-TI83%-6.6549 Initial Void Ratio:1 0.6722 1 40M-igirr-0.6283- E-8000-4.76%-63936 7.76% 1 0.5424 -8866-7.36%-63457 Final Dry Unit Wt:-106.41pcf -4666-4-1644-1-63544 Final Total Unit Wt.:I 130.2 Ipcf 28806.53%83630 Final Void Ratio:I 0.6010 I 1000-5.84%-63745 7360-5.46%-63*69 4.56% 0.5959 Water Added at:500-1 psY ATTERBERG UMITS LL=| 43 PL=| 14 PI= 29 Assumed Specific Gravity of Solids, Gs:1-373-1 PROJECT LA1248A PROJECT Broadstone Heritage NUMBER:NAME: )0000 GROUP FIGURE NO. B-7 R-6 .,Ut;UN NlProlict.%12031299-124* A--8/0-1/w HIâ€žlig,001 Flild bwillgid/,E* T. IIYL, R..0#1(/11.Â©Delme/l,Il/Ilm T- 6*124 8-7 MI Strain AFTER BEFORE CONSOLIDATION TEST RESULTS ASTM D-2435 -1% + I . 1% 3% i lilil. 9 f 5% 7% 9% 11% I + +Ir I ti 1. 4-I 't' I 1 + 4 +4 - T + I.+t i f k 13% Â· - T 14/ +141+ 1 -- -4- 15% 10 100 1000 10000 ' .!1 4 + + 11 -r-1+91 100000 Stress (psf) Boring No. 8-8 Sample Depth 30'PRESSURE SAMPLE VOID Sample No.R-9 USCS CL (PS')STRAIN RATIO 100 0.09%0.7608 Initial Moisture Content:25.8%400 0.38%0.7557 Initial Dry Unit Wt:100.4 pcf 800 0.87%0.7471 Initial Total Unit Wt.:126.3 Pcf 1600 1.96%0.7279 Initial Void Ratio:0.7624 3200 3.50%0.7007 Initial Degree of Saturation: 9i9%6400 5.56%0.6G44 12800 8.17%0.6184 Final Moisture Content:22.9%25600 11.21%0.5648 Final Dry Unit Wt:107.3 pcf 12800 10.78%0.5724 Final Total Unit Wt.:131.8 pcf 6400 10.11%0.5842 Final Void Ratio:0.6493 3200 9.40%0.5967 Final Degree of Saturation: 100.1%1600 8.60%0.6108 800 7.94%0.6225 Water Added at:400 psf 400 7.25%0.6346 0 6.51%0.6477 ATTERBERG UMITS LL=PL=PI= Assumed Specific Gravity of Solids, Gs:2.84 GROUP FIGURE NO.4 PROJECT NUMBER:LA 1248A PROJECT NAME: Alliance - Broadstone Heritage 1 DELTA NlProÂ»ct,U 20OdZ9 LAÂ·124& Ic-=- 14,, D-vâ€¢ li- Gec-clk:*05 L-L* Rea-tgit/cn T-t LA1241* A.:IÂ·001 RI SO/"I CONSOLIDATION TEST RESULTS ASTM D-2435 Ii 1 11 1 3% Â· 5% Â· 7% Â· 9% . 11% Â· 13% Â· 15% 1- 10 lili lilli 1--1-1 1 r 1 1 111111 -1-1-1-Fril-1--1-{ 11; Fil-1 1--qu 11 d 100 1000 10000 100 000 Stress (psf) Sample Depth r---ir--1 FRESSURE-;IMPLEVOID USCS [EL 1 (150 1 STRAIN I RATIO 100 [0.18%0.5520 Initial Moisture Content:118.8%1 450-0.41%-0.5485 Initial Dry Unit Wt:.1110.7-lpcf -860-0.68%-imi- Initial Total Unit Wt.: 131.5 1pcf 1600-138%0.3318 -3200-2.69%-0.5131 Initial Degree of Saturation'.93.7%-64*04.39%-0.4866 12800 I 6.65% I 0.4514 Final Moisture Content:-16.5%-25630-9.47%-0.4376 Final Dry Unit Wt:1118.21pcf 12860-9.24%-0.4772 Final Total Unit Wt.: -137.7 1pcf 64008.83%-0.4171- 3230-8.48%-3.4233- Final Degree of Saturation:[-188.0%1630-8.83%-8.3335 Water Added at:Psf 400 7.11%0.4442 ATTERBERG UMITS LL=PL=PI= Assumed Specific Gravity of Solids, Gs:1-13;-1 FIGURE NO. PROJECT NUMBER:LA 1248A PROJECT NAME: Alliance - Broadstone Heritage 1 GROUP 4 DEcra /1/,4,cal 20U1 2-LAÂ·1248* Bro,c*kne -1/0, D- LI/ GecliT/riia L,bll-* RI,LIT/rii/0//Im Te/ LA124*A A-10002 RI SO39- CONSOLIDATION TEST RESULTS ASTM D-2435 0% 2% 4% 6% 8% 10% u!ens hk r\ \k 10 100 1000 10000 12% 100000 Stress (psf) Boring No. B - 10 Sample Depth 30 PRESSURE SAMPLE VOID Sample No.R-9-2 USCS CL (Psf)STRAIN RATIO 100 0.21%0.5408 111 05 1- O 0 U. UJ W 1- m Initial Moisture Content:18.2%400 0.90%0.5302 Initial Dry Unit Wt:114.2 pcf 800 1.37%0.5229 Initial Total Unit Wt.:135.0 pcf 1600 2.12%0.5113 Initial Void Ratio:0.5441 3200 116%0.4954 Initial Degree of Saturation: 94.6%6400 4.54%0.4740 12800 6.25%0.4476 Final Moisture Content:15.9%25600 8.44%0.4138 Final Dry Unit Wt:121.7 pcl 12800 8.21%0.4174 Final Total Unit Wt.:141.0 pcf 6400 7.94%0.4216 Final Void Ratio:0.4489 3200 7.69%0.4254 Final Degree of Saturation: 100.0%1600 7.39%0.4299 800 7.14%0.4338 Water Added at:400 psf 400 6.85%0.4383 0 6.37%0.4457 ATTERBERG UMITS LL=PL=PI= Assumed Specific Gravity of Solids, Gs:2.83 GROUP FIGURE NO.re PROJECT NUMBER:LA1248A PROJECT NAME: A//lance - Broadstone Heritage 1 DELTA NlP,*ces#123&12-LA.124A 8,0-IM Mnq/W*F LI/ Ne=NE#B W*I R,mlÂ£-old-,: T-t LA 124IA A-1*003 -2 SO391â€¢ CONSOLIDATION TEST RESULTS ASTM D-2435 -1% LII1 ' 1 2!TI- 1 1 / 14 3% lili5% 1 1 1 11-1 L 11% Â· 13% Â· 1-1-ki-1-ill-15% A-,--,-,.-,-,- 10 1 -1-F-1-1-t-11111I__1_R-rr[I 100 1000 10000 100000 Stress (psf) Boring No. 18-11 1 Sample Depth 23'PRESSURE SAMPLE VOID Sample No. [85 uses FEL 1 (p/0 1 STRAIN I RATIO -400-0.21%0.6528 Initial Dry Unit Wt:.-164.alpcf -660-0.51%-0.6479 Initial Total Unit Wt.:E--128.41pcf -1600-1.38%0.6338 Initial Void Ratio:-8.6383-1 73230-3.31%-0.6064 36*05.39%,-0.3688 12800 | 8.07% | 0.5227 Final MoistOre Content:iii%2563011.38%-imr r1280013.Firr-0.4779 6480-10.19%-6.4875 32ir-T-9.53%-3.4985 1600-8.77%-0.5111 800 I 8.15% I 0.5214 Water Added at:psf -480-7.48%-0.5325 ATTERBERG UMITS LL= 33 PL= 16 PI= 17 Assumed Specific Gravity of Solids, Gs'.1-1.78-1 FIGURE NO. PROJECT NUMBER:LA1248A PROJECT NAMEÂ· Alliance - Broadstone Heritage 1 -1 - GROUP 4 DELTA /1Prcilcal200â€¢12WLAÂ·124*A Brtechtn, H/*101 01/T LI/ O-Ic/tOS Latti- Riuatikk/K T-: LAI/IA A-16004 Rj SO3114 EFFECTIVE NORMAL STRESS, P (PSI) 20 15 10 5 0 0 10 3020 40 50 NORMAL STRESS (PSI) Symbol Boring Sample No Depth (ft)Sample Type Soil Type No O B-6 SHA 15.0-16.0 Shelby Tube CL ffective Pressure 12.5 psi = 1800 psf Project Name:Broadstone Heritage Multifamily Residential Development EGLAB, INC.Client:Group Delta Consultants, Inc. Job No:LA-1248 EGLAB Project No: 15-053-002 CONSOLIDATED UNDRAINED (ASTM D4767) 8/18/15 Figure 20 15 10 5 /11-111 ''1111 0 10 20 30 40 - g 20 6 - -r-tr-V CE - -0 15 2 2 2 5 At\ - A| O 00 ' 0 2 4 15 Â· 10 6 8 10 12 14 16 18 20 AXIAL STRAIN (%) A888888#64-4-9.-e ee-e-e-*e--e-â‚¬5 5 0 2 -10 4 6 8 10 12 14 16 18 20 AXIAL STRAIN (%) Symbol Boring Sample No No Depth (ft) Initial Effective Maximum Soil Sample Moisture Initial Dry Confined Deviator Type Type Content Density (pcf)Pressure Stresh (%) (psi)(psi) Strain Rate (in/min) O B-6 SH-4 15.0-16.0 CL Shelby Tube 22.4 103.1 12.5 22.6 0.0015 Project Name:Broadstone Heritage Multifamily Residential Development EGLAB, INC.Client:Group Delta Consultants, Inc. Job No:LA-1248 EGLAB Project No 15-053-002 Effective Pressure 12.5 psi = 1800 psf CONSOLIDATED UNDRAINED (ASTM D4767) 8/18/15 Figure 30 25 Sym US Standard Sieve Sizes Hydrometer Analysis 6- 9 4 3Â·2.57 1.9 1 3/4 1/2- 3/8- 44 ##8 #10 #16 #20 #30 #40 #50 #60 #100 #200 100.0 1 -1.%%1 1lilli , 1 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0 0.0 100 10 1 0.11000 0.01 0.001 Cobbles Grain Size (mm) Gravel Sand Coarse Fine Coarse Medium Fine Silt or Clay bol Boring Sample Depth Soil Color Soil Description U.S.C.S. Number Number (ft)(m) 8-2 S-11 46.0 47.5 14.03 14.49 Olive Brown Poorly-graded Sand - Silty Sand SP-SM 8-3 S-12 44.0 45.0 13.42 13.73 Yellowish Brown Poorly-graded Sand with Traces of Gravel Sp 1 8-3 S-13 49.0 50.5 14.95 15.40 Olive Brown Silty Sand with Traces of Shale and Caliche SM 8-7 R-9 40.0 41.5 12.20 12.66 Olive Brown Silty Sand SM 0 Remark CILE0 -I_TEE> Broadstone Heritage Multifamily Residential Development GRAIN SIZE ANALYSIS r (ASTM D-422-63) ID) 12 1191Â£2â€¢ Project No. : LA1248A Date:08/19/15 Figure No. : 53 Percent Finer By Weight (%) Normal Stress (ksf) Ultimate : O @Ih)%95*wk 3*]*(1 (WhiI*iMAIR#}Peak: 0 2.5 20 1.5 1.0 0.5 0.0 L 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 Horizontal Deformation (inch) Boring No. :8-9 Sample No. : R-6 Strength Intercept (C) : 0.37 (ksf)0.22 (ksD 17.52 *Pa) 3%F[t5 10.63 (kpa) U[MirE* Depth (ft/m) : 15.0 4.58 Friction Angle (*) : 24.63 Degree .24.63 Degree Description :Brown Sandy Fat Clay with traces of Caliche Shear Rate (inch/minute) :0.0025 MOISTURE DRY DENSITY VOID NORMAL STRESS PEAK STRESS ULTIMATE STRESS SYMBOL CONTENT (86)(pcf)(kN/m')RATIO (ksf)(kPa)(ksf)(kPa)(ksf)(kPa) 21.00 111.20 17.50 0.60 1.00 47.88 0.77 36.77 a62 29.88 19.93 113.59 17.88 0.56 2.00 95.76 1.37 65.50 1.22 58.61 A 19.43 114.66 18.05 0.55 4.00 191.52 2.17 104.00 2.03 97.10 GROUP Alliance - Broadstone Heritage .,1 DIRECT SHEAR TEST (ASTM D -3080) DELTA Project No. :LA 1248A Date : 05/21/16 Figure No. : 2.5 2.0 -1 1 /5--0 1.5 . . . /57- 1.0 . . Z. 0.5 / /1 0.0 0.0 0.5 1.0 1.5 20 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 GROUP 370 Amapola Ave . Suite 212, Torrance. CA 90501 32 Mauchly. Suite B. Irvine, CA 92618 1320South Simpson Cirde, Anaheim, CA 92806 DELTA 9245 Activity Road, Suite 103, San Diego, CA 92126 MD*INDJESTIMEIHOD; FOg ....0 â€¢/te, .....................................1 ::;::PHAN@:8@Als,TjyjTYNATM Â§02) .......... 1â€¢â€¢ â€¢â€¢â€¢â€¢â€¢â€¢â€¢â€¢â€¢â€¢â€¢ â€¢â€¢:â€¢â€¢â€¢â€¢â€¢â€¢imâ€¢â€¢â€¢â€¢â€¢â€¢â€¢ REV 9-22-10 PROJECT:Broadstone Heritage PROJECT NO.: LA-1248A TESTED BY:JANK SAMPLED BY: CW SAMPLE DATE: Not /ndicated CHECKED BY: DLR DATE:August 12,2015 SAMPLE DESCRIPTION: 8-38-2@2- 2.5' Lab # SO.3309 pH OF SAMPLE TEST RESULT 8.96 pH RESISTIVITY OF SAMPLE SAMPLE WEIGHT 300 gm. TRIAL NO.WATER ADDED (mi)RESISTANCE (ohm) 1 41 1900 2 51 1600 3 61 1400 4 71 1500 5 6 7 8 9 10 BOX CONSTANTS [CM]: SMALL (.5.5), MEDIUM (0.432), LARGE (6.458) RESISTIVITY A) BOX CONSTANT (SMALL, MEDIUM OR LARGE)0.505 CM B) LOW RESISTANCE X BOX CONSTANT (A)990 OHM-CM C) TEMPERATURE AT MINIMUM RESISTIVITY 22.3 oC D) CORRECTED RESISTIVITY FOR 15.5 %1158 OHM-CM GROUP 370 Arnapola Ave., Suite 212, Torrance. CA 90501 32 Mauchly. Suite B, Irvine, CA 92618 1320South Simpson Cide, Anaheim, CA 92806 DELIA 9245 Activity Road, Suite 103, San Diego. CA 92126 Hm /DP :, me,Plieâ€¢i,7* 979 7,lall!Welameâ€¢:1PaTI 45 15/5,5 011, â€¢9 01 #-5 Â¥911#20*2!,21*Al,leâ€¢laâ€¢mle/el j im SIAN[ME[*TEST*MEIHOD'FOIR 6; i i ' 5 m 11@ 0 5 IP e; F l f'* 5 1 9 * -1,4 1 " 1 ' 2â€¢ * 7 ' 2 ' / I I I NI B M I, '"" -H AND'RESISTIVI ..m..TY:Â®Te, Â§43) ...., PROJECT:Broadstone Heritage PROJECT NO.: LA-1248A TESTED BY:JANK SAMPLED BY: CW SAMPLE DATE: Not /ndicated CHECKED BY: DLR DATE:August 12,2015 SAMPLE DESCRIPTION: 8-78-1 @1-5' Lab # SO.3309 pH OF SAMPLE TEST RESULT RESISTIVITY OF SAMPLE SAMPLE WEIGHT 8.63 PH 300 TRIAL NO.WATER ADDED (mi)RESISTANCE (ohm) 1 40 2600 2 50 1800 3 60 1400 4 70 1500 5 6 7 8 9 10 BOX CONSTANTS [CM]: SMALL (.5.5), MEDIUM (0.432), LARGE (6.458) RESISTIVITY A) BOX CONSTANT (SMALL, MEDIUM OR LARGE)0.505 CM B) LOW RESISTANCE X BOX CONSTANT (A)707 OHM-CM C) TEMPERATURE AT MINIMUM RESISTIVITY 22.3 oC D) CORRECTED RESISTIVITY FOR 15.5 'C 827 OHM-CM GROUP 370 Amalola Ave., Suite 212. Torrance. CA 90501 32 Mauchly. Suite B, Irvine. CA 926181320 South Simpson Circle, Anaheim, CA 92806 DELIA 9245 Activity Road. Suite 103, San Diego, CA 92126 .................................................................................. .................................................................................. ........... .Â§0,4.DARR:MR.1315$112:1,08 RETRI3DINING:Â§9.44.B;LE:(itlk@RIP.'# ::::::::::: .................................................................................. ........ANTRNT:OF: BAIJA :(WN FRIPA@:#1IPNX (*#*M:0212)" ---41*Â®PP ...................lili........................................................... PROJECT:Broadstone Heritage Multifamily Residential Development SAMPLED BY:CW TESTED BY:JANK PROJECT NO.:LA-1248A DATE SAMPLED:Not Indicated TEST DATE:8/12/2015 DESCRIPTION:B-3 8-2 @ 2-2.5' and 8-7 8-1 @ 1-5' 1 CHLORIDE DETERMINATION B-3 B-7 A) SAMPLE I.D.8-2 @ 2-2.50 8-1 @ 1-50 B) INITIAL DILUTION 10:1 10:1 C) INITIAL VOLUME [ML]52.0 46.0 D) ISA SOLUTION [ML]2.0 2.0 E) WATER ADDED [ML]48.0 52.0 F) DILUTION (B*(C+D+E)/C)19.20 21.70 G) ION PROBE READING 2.55 1.06 H) CONC. (G*F) [PPM]49.0 23.0 I) CHLORIDE (H/10,000) [%] <0.01 <0.01 CHLORIDE DETERMINATION A) SAMPLE I.D. B) INITIAL DILUTION C) INITIAL VOLUME [ML] D) ISA SOLUTION [ML] E) WATER ADDED [ML] F) DILUTION (BNC+D+E)/C) G) ION PROBE READING H) CONC. (G*F) [PPM] I) CHLORIDE (H/10,000) [%] CHLORIDE DETERMINATION A) SAMPLE I.D. B) INITIAL DILUTION C) INITIAL VOLUME [ML] D) ISA SOLUTION [ML] E) WATER ADDED [ML] F) DILUTION (B*(C+D+E)/C) G) ION PROBE READING H) CONC. (G*F) [PPM] I) CHLORIDE (H/10,000) [%] GROUP 370 Arnapola Ave.. Suite 212, Torrance, CA 90501 4 32 Mauchly. Suite B, Irvine, CA 92618 1320 South Simpson Cirde, Anaheim, CA 92806 9245 Activity Road, Suite 103, San Diego, CA 92126DELTA ...................................Sm............................................. SIANIDARDWIE:1;0100 :ROR: DE:1:ERMINING; SUILUB'116 SWGF*TE :::;: ..............R.............1 1--9............. ../......â€¢' ...â€¢ P.'11.................. 1................. W 'SO 11:$:(Moffiect#$,EM 90:61Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·Â·..AANTZiNT:OF Â§tgpp;{1D:::::::: .................................................................................. PROJECT: PROJECT NO.: DESCRIPTION: Broadstone Heritage Multifamily Residential Development LA-1248A Soil Extraction / B-3 8-2 @ 2-2.5' and B-7 8-1 @ 1-5' SAMPLED BY: CW DATE SAMPLED: Not /ndicated TESTED BY:JLK DATE:8/12/2015 SULFATE DETERMINATION SO.3309 / B-3 SO.3309 / B-7 A) SAMPLE I.D.BLANK 8-2 @ 2-2.5' BLANK 8-1 @ 1-5' BLANK B) DILUTION FACTOR 10000:1 10000:1 2000:1 2000:1 C) BLANKABSORPTION 0000 D) ABSORPTION @ 30 S 0.001 0.74 0.001 0.414 E) ABSORPTION @ 60 S 0.001 0.745 0.001 0.417 F) ABSORPTION @ 90 S 0.001 0.748 0.001 0.422 G) ABSORPTION @ 120 S 0.001 0.751 0.001 0.427 H) ABSORPTION @ 150 S 0.001 0.753 0.001 0.429 I) ABSORPTION @ 180 S 0.001 0.755 0.001 0.431 J) ABSORPTION @ 210 S 0.001 0.756 0.001 0.434 K) ABSORPTION @ 240 S 0.001 0.757 0.001 0.435 L) MAX. ABSORPTION 0.001 0.756 0.001 0.434 M) CHART CONCENTRATION [PPM] 14 8 N) SULFATE (M*B/10,000) [%]1.40 1.60 BLANK BLANK I . ............................ 4, I .. ... .... .........6,-Ir-6./.6/â€¢/â€¢.......... I --1....J... CORROSIVITY TEST RESULTS (ASTM D516, CTM 643) RESISTIVITY SULFATE CHLORIDE SAMPLE Ph (OHM-CM)CONTENT (%)CONTENT (%) 8-9/8-1 @ 0-50 7.86 723 2.15 <0.01 8-10 / B-1@ 0-5'7.96 602 2.45 0.01 CORROSIVITY PARAMETERS SULFATE CONTENT (%)SULFATE EXPOSURE CEMENT TYPE 0.00 to 0.10 Negligible 0.10 to 0.20 Moderate 11, IP(MS), IS(MS) 0.20 to 2.00 Severe V Above 2.00 Very Severe V plus pozzolan SOIL RESISTIVITY (OHM-CM) 0 to 1,000 1,000 to 2,000 2,000 to 5,000 5,000 to 10,000 Above 10,000 GENERAL DEGREE OF CORROSIVITY TO FERROUS METALS Very Corrosive Corrosive Moderately Corrosive Mildly Corrosive Slightly Corrosive CHLORIDE (Cl) CONTENT (%) 0.00 to 0.03 0.03 to 0.15 Above 0.15 GENERAL DEGREE OF CORROSIVITY TO METALS Negligible Corrosive Severely Corrosive GROUP DELTA CONSULTANTS 1320 South Simpson Circle Anaheim, CA 92806 (714) 660-7500 office (714) 660-7550 fax Project Name: Project Number: Laboratory Number: Sample Number: Report Date: Alliance-Broadstone Heritage LA-1248A SO.3994 A-16-002 & A-16-003 5/21/2016 . EXPANSION INDEX OF SOIL ASTM D-4829-10 / UBC 29-2 1 Project Name :Broadstone Hiretage Multifamily Residential Development Project No. :LA 1248A Sampled By:Date: Boring No. :8-3 Prepared By : Eric y.Date:08/10/15 Sample No. :8-2 Test By:Eric Y.Date:08/11/15 Depth (ft.) :2 - 2.5 Calculated By :Eric Y.Date:08/18/15 Location : Checked By :Dave R.Date: Description :Dark Grayish Brown Sandy Silty Clay with Few Gravel 1 Sample Preparation Weight of Total Soil 3694.20 Weight of Soil Retained on No. 4 Sieve 229.70 %Passing No. 4 Sieve 93.78 Trail Field 2 Container No.AL-9 P2 Weight ofWet Soil + Container (gm)579.60 1275.70 Weight of Dry Soil + Container (gm)527.10 1237.80 Weight of Container (gm)184.20 902.10 Moisture Content (96)15.31 11.29 Weight ofWet Soil + Ring (gm)590.85 Weight of Ring (gm)No. 1.0 202.46 Weight ofWet Soil (gm)388.39 Wet Density of Soil (pcf)117.15 Dry Density of Soil (pco 105.27 Precent Saturation of Soil Smlens.)50.70 Loading Machine No. 1 Date Reading Elapsed Dial Expansion Time Time Reading 08/11/15 14:00:00 0:10:00 0.0000 08/11/15 08/11/15 14:10:00 0:00:00 0.4000 0.0000 Add Distilled Water to Sample 08/11/15 15:10:00 1:00:00 0.4520 0.0520 08/11/15 16:10:00 2:00:00 0.4530 0.0530 08/11/15 17:10:00 3:00:00 0.4530 0.0530 08/12/15 7:30:00 17:20:00 0.4540 0.0540 08/12/15 8:30:00 18:20:00 0.4540 0.0540 08/12/15 10:10:00 20:00:00 0.4540 0.0540 Remark : ?. 70 15 3 4 Tested M & D After Test Container No. Wet Soil+Cont.+Ring Dry Soil+Cont.+Ring Wt. of Container 11.29 Moisture Content 202.46 Wet Density (pcf) Dry Density (pcf) 50.70 (%)Saturation 1. Screen sample through No. 4 Sieve 2. Sample should be compacted into a metal ring of the Degree of Saturation of 50 +/-2% ( 48 - 52). 3. Inundated sample in distilled water to 24 h, or until the rate of expansion > (0.0002 in. /h), no less than 3 h. Volume of Mold (n')0.00731 Specific Gravity & Rammer Weight ob.)5.0 Blows/Layer Vertical Confining Pressure 1.0 (Ibl/ini) / 6.9 (kPa) S.G. XWXDd S.G.=Specific Gravity, W=Water Content (%) S = Wd X S.G. - Dd Dd=Dry Soil Density, Wd=Unit Wt. of Water Change in High X 1000 =54.00E.I. (meas)-Initial Thickness 65 + Elcmea..)Expansion Index<50) = EI<mcas.) - (50 - Scrneas.)) X 220 - Stmens, 54 Medium Expansion Index Potential Expansion 0-20 Veil Low <21 -50 Low 51 - 90 Medium 91 -130 High > 130 Very High 1-1 ; GROUP C ELTA EXPANSION INDEX OF SOIL ASTM D-4829-10 / UBC 29-2 Project Name :Alliance - Broadstone Heritage Project No. :LA 1248A Sampled By: LG Date:04/20/16 Boring No. :B - 10 Prepared By : Sic Y Date:05/20/16 Sample No. :8-1 Test By :Eric Y.Date:05/23/16 Depth (ium) :0-50 ###Calculated By :Eric Y.Date:05/24/16 Location : Checked By:Dave R.Date: Description :Very Dark Grayish Brown Sandy Clay with traces of Gravel and Asphalt 1 Sample Preparation 1 Weight of Total Soil 3243.50 Weight of Soil Retained on No. 4 Sieve 51.50 %Passing No. 4 Sieve 98.41 Trail 1 2 Container No.SB-1 P-2 Weight of Wet Soil + Container (gm)551.00 1243.70 Weight of Dry Soil + Container (gm)504.40 1203.20 Weight of Container (gm)234.60 902.20 Moisture Content (%)17.27 13.46 Weight ofWet Soil + Ring (gm)571.64 Weight of Ring (gm)No. 1.0 202.46 Weight ofWet Soil (gm)369.18 Wet Density of Soil (pcf)111.36 Dry Density of Soil (pcf)98.15 Precent Saturation of Soil S(MensÂ·50.65 Loading Machine No. 1 Date Reading Elapsed I)ial Expansion Time Time Reading 05/23/16 15:05:00 0:10:00 0.0000 05/23/16 05/23/16 15:15:00 0:00:00 0.5000 0.0000 mdmwim-Timi=3:teorguakp 05/23/16 16:15:00 1:00:00 0.5840 0.0840 05/23/16 17:15:00 2:00:00 0.5870 0.0870 05/23/16 18:15:00 3:00:00 0.5880 0.0880 05/24/16 7:30:00 16:15:00 0.5910 0.0910 05/24/16 8:30:00 17:15:00 0.5910 0.0910 05/24/16 9:30:00 18:15:00 0.5910 0.0910 Remark: 3 4 Tested M & D After Test -Container No. Wet Soil+Cont.+Ring Dry Soil+Cont.+Ring Wt. of Container 13.46 Moisture Content 202.46 , - Wet Density (pcO - Dry Density (pcO 50.65 (%) Saturation 1. Screen sample through No. 4 Sieve 2. Sample should be compacted into a metal ring of the Degree of Saturation of 50 +/-2% ( 48 - 52 ). 3. Inundated sample in distilled water to 24 h, or until the rate of expansion > (0.0002 in./h),no tess than 3 h. Volume of Mold (nb 0.00731 Specific Gravity 2.70 Rammer Weight ab.)5.0 Blows/Layer 15 Vertical Confining Pressure 1.0 (IbfAni)/6.9 (kpa) S.G. XWXDd S.G.=Specific Gravity, W=Water Content Wd X S.G. Â· Dd Dd=Dry Soil Density, Wd=Unit Wt. of Water Change in HighEI -X 1000 =91.00â€¢ Â· (meal)Initial Thickness 65 + Eltieâ€¢â€¢ iExpansion Index<50)= EI<meao - (50 -Scrneâ€¢m,) x 220 - Sc..,, 92 High Expansion Index Potential Expansion 0-20 Very Low 21 -50 Lou 51 -90 Medium 91 -130 High > 130 Very High 1- SAMPLE NO.: SO.3309 SAMPLE DATE: Not Mdicated SAMPLE LOCATION: 8-7 8-1 @ 1-5'TEST DATE:8/14/2015 SAMPLE DESCRIPTION:Olive Brown Sandy Clay LABORATORY TEST DATA TEST SPECIMEN 1 2 3 4 5 A COMPACTOR PRESSURE 200 200 200 [PSI] B INITIAL MOISTURE 10.8 10.8 10.8 [%] C BATCH SOIL WEIGHT 1200 1200 1200 [G] D WATER ADDED 60 48 36 [ML] E WATER ADDED (D*(100+B)/C)5.5 4.4 3.3 [%] F COMPACTION MOISTURE (B+E)16.4 15.3 14.2 [%] G MOLD WEIGHT 2101.9 2069.7 2068.4 [G] H TOTAL BRIQUETTE WEIGHT 3302.6 3262.1 3271.4 [G] 1 NET BRIQUETTE WEIGHT (H-G)1200.7 1192.4 1203.0 [G] J BRIQUETTE HEIGHT 2.56 2.55 2.53 [IN] K DRY DENSITY (30.3*I/((100+F)*J)) 1 L EXUDATION LOAD M EXUDATION PRESSURE (U12.54) N STABILOMETER AT 1000 LBS O STABILOMETER AT 2000 LBS P DISPLACEMENT FOR 100 PSI Q R VALUE BY STABILOMETER R CORRECTED R-VALUE (See Fig. 14) S EXPANSION DIAL READING 0.0011 0.0013 0.0024 [IN] T EXPANSION PRESSURE (S'43,300) 48 56 104 [PSF] 22.1 122.9 126.2 [PCF] !330 3330 4720 [LB] 186 266 376 [PSI] 55 31 25 [PSI] 114 100 80 [PSI] 3.86 3.61 3.51 [Turns] 21 29 42 21 29 42 R-VALUE BY EXUDATION: 34 INITIAL MOISTURE (% Wet & Tare: 322.6 Dry & Tare: 299.9 Tare:90.5 Moisture:10.8 GROUP GROUP DELTA CONSULTANTS 1320 South Simpson Circle Anaheim, CA 92806 (714) 660-7500 office R-VALUE TEST RESULTS DELTA (714) 660-7550 fix Project Name: Broadstone Heritage Project No. LA-1248A FIGURE 1.1 Sample #: SO.3309 Sample Location: B-7 8-1 @ 1-5' Sample Description: Olive Brown Sandy Clay R-Value by Stabilometer: 21 29 42 Exudation Pressure:186 266 376 R-Value by Exudation: t 3* , 100 90 80 70 60 50 \ 40 . 30 20 10 0 800 700 600 500 400 300 200 100 0 Exudation Pressure [psi] GROUP GROUP DELTA CONSULTANTS 1320 South Simpson Circle Anaheim, CA 92806 (714) 660-7500 office DELTA (714) 660-7550 fax Project Name: Broadstone Heritage R-VALUE EXUDATION CHART Project No. LA-1248A FIGURE 1.2 Consolidation/Collapse Test Results -2 \ 2 Water Added at 200 psf 4 6 \ \ % 80 10 12 14 0.1 1 10 100 Load (kst) Classification: Dark Gray Brown to Black Silty Clay Boring Number:B-1 Sample Number: --- Depth (ft)3 to 4 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 1 Initial Moisture Content (%) 21 Final Moisture Content (%) 22 Initial Dry Density (pcf)105.1 Final Dry Density (pcf)114.8 Percent Swell (%)0.28 SOUTHERN CALIFORNIA GEOTECHNICAL SoCalGeo Consolidation/Collapse Test Results -2 0 2 Water Added X at 200 psf N C 05 C o6 \ \ 8 \ 10 12 14 0.1 1 10 100 Load (ksf) Classification: Brown Silty Clay Boring Number:B-1 Sample Number: --- Depth (ft)5 to 6 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 2 Initial Moisture Content (%) 22 Final Moisture Content (%) 20 Initial Dry Density (pcf)101.2 Final Dry Density (pcf)111.8 Percent Swell (%)0.07 SOUTHERN CALIFORNIA GEOTECHNICAL A Ulli,rm,1 CEâ€¢rmin#N,il k SoCalGeo Consolidation/Collapse Test Results -2 0.---0. 2 Water Added 3, at 200 psf + 4 i 6 8 10 12 14 0.1 1 10 100 Load (ksf) Classification: Brown Clayey fine Sand to fine Sandy Clay Boring Number:B-1 Sample Number: --- Depth (ft)7 to 8 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 3 Initial Moisture Content (%) 16 Final Moisture Content (%) 18 Initial Dry Density (pcf)108.8 Final Dry Density (pcf)115.4 Percent Collapse (%)0.07 SOUTHERN CALIFORNIA GEOTECHNICAL A 4 .#iâ€¢e.mi; CL,r,11'inti.Â·L SoCalGeo Consolidation/Collapse Test Results -2 \ 2 Water Added \ at 200 psf /4 \C 6 8 0.1 1 Load (ksf) 10 12 14 10 100 Classification: Brown Silty Clay Boring Number:B-1 Sample Number: --- Depth (ft)9 to 10 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 4 Initial Moisture Content (%) 32 Final Moisture Content (%) 25 Initial Dry Density (pcf)92.7 Final Dry Density (pcf)105.4 Percent Collapse (%)0.05 SOUTHERN CALIFORNIA GEOTECHNICAL i Mit"'1'3 U 'rÂ·, '' Ii" SocalGeo Consolidation/Collapse Test Results -2 Water Added -0,2 at 200 psf E 4 r f 6 \ 3 \ 10 12 14 0.1 1 10 100 Load (ksf) Classification: FILL: Brown to Dark Brown fine Sandy Clay, trace to little Silt Boring Number:B-5 Sample Number: --- Depth (ft)3 to 4 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 5 Initial Moisture Content (%) 17 Final Moisture Content (%) 22 Initial Dry Density (pcf)102.4 Final Dry Density (pcf)112.9 Percent Swell (%)0.19 SOUTHERN CALIFORNIA GEOTECHNICAL 4 ..ilift,rm. C .,r.:.Irati .h SoCalGeo / Consolidation/Collapse Test Results -2 0 - \ \ Water Added \.4\ at 200 psf 2 \ 4 6 8 10 12 14 0.1 1 10 100 Load (ksf) Classification: Dark Brown fine Sandy Clay, trace Silt Boring Number:B-5 Sample Number: --- Depth (ft)5 to 6 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 6 Initial Moisture Content (%) 21 Final Moisture Content (%) 24 Initial Dry Density (pcf)103.7 Final Dry Density (pcf)109.7 Percent Swell (%)1.50 SOUTHERN I CALIFORNIA GEOTECHNICAL Â·1, C(,A,mâ€ži '- "Â· Consolidation/Collapse Test Results -2 Water Added at 200 psf 2 4 6 8 0 4 0.1 1 Load (ksf) 12 10 100 Classification: Dark Brown fine Sandy Clay, trace Silt Boring Number:B-5 Sample Number: --- Depth (ft)7 to 8 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 7 Initial Moisture Content (%) 18 Final Moisture Content (%) 19 Initial Dry Density (pcf)109.3 Final Dry Density (pcf)120.7 Percent Collapse (%)0.12 SOUTHERN CALIFORNIA Â¥- GEOTECHNICAL4 : .41'IÂ·,ma C.1.rah.Â·i SoCalGeo Consolidation/Collapse Test Results -2 2 Water Added \ at 200 psf \N 4 6 \ 8 10 12 14 0.1 1 10 100 Load (ksf) Classification: Brown Silty Clay, trace to little fine Sand Boring Number:B-5 Sample Number: --- Depth (ft)9 to 10 Specimen Diameter (in)2.4 Specimen Thickness (in)1.0 Proposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C- 8 Initial Moisture Content (90) 12 Final Moisture Content (%) 19 Initial Dry Density (pcf)116.4 Final Dry Density (pcf)118.1 Percent Swell (%)0.46 SOUTHERN 1 CALIFORNIA GEOTECHNICAL Â·' .4,0 Â·isi Gr:i n,tie, SoCa:Geo Moisture/Density Relationship ASTM D-1557 128 126 124 ---122 : Zero fir Voids Curve: - Specific Gravity = 2.7 1 , 1 120 / i 118 116 114 . \ 112 /I . \ 110 . 108 106 104 Moisture Content (%) Soil ID Number B-3 @ 0 to 5' Optimum Moisture (%)14.5 Maximum Dry Density (pcf)114.5 Soil Classification Dark Gray Silty Clay, trace Clayey Silt, trace fine Gravel "Bfoposed Mixed Use Dev. Santa Ana, California Project No. 15G101 PLATE C-9 102 100 8 10 12 14 16 18 20 22 24 - SOUTHERN Ill CALIFORNIA =- v GEOTECHNICAL A CWdivnw Cr,mitrer, SoCalGeo Alliance Residence October 7,2016 J.N.: 2530.00 APPENDIX C CPT LIQUEFACTION ANALYSES ALBUS-KEEFE & ASSOCIATES, INC. Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 1 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (Sv )boL Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -crnz (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 2*Â§*999 ******4- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimated Meas. Tip Side Dvn. Pore Corr. Tip Friction SBT tndex S8T Fines Cyclic Soil Depth Resist, q,Friction, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stress aasslf. (rn)(tsO (ts"(psi) (ft) (tsf)Rf (%) 11 (%) Ratio Factor 0.05 2.60 0.00 -0.10 0.16 2.60 0.00 3.12 aays 67.20 0.38 Clayey 0.1 3.90 0.02 -0.10 0.33 3.90 0.51 2.86 Silt Mixtures: clayey silt to silty clay 49.28 0.38 aayey 0.15 5.60 0.03 -0.20 0.49 5.60 0.54 2.71 Silt Mixtures: clayey silt to silly clay 41.22 0.38 aavey 0.2 8.10 0.09 0.35 0.66 8.10 1.11 2.70 Silt Mixtures: clayey silt to Silty Clay 40.36 0.38 aayey 0.25 27.80 0.42 0.74 0.82 27.81 1.51 2.32 Sand Mixtures: silly sand to sandy silt 23.16 0.38 2.00 0.3 62.40 1.18 0.40 0.98 62.40 1.89 2.12 Sand Mixtures: silly sand to sandy silt 16.29 0.38 1.48 0.35 60.10 1.72 0.38 1.15 60.10 2.86 2.26 Sand Mixtures: silty sand to sandy silt 20.99 0.38 1.82 0.4 71.90 1.60 -0.37 1.31 71.90 2.23 2.12 Sand Mixtures: silty sand to sandy silt 16.56 0.38 1.50 0.45 67.60 1.54 -1.37 1.48 67.59 2.28 2.15 Sand Mixtures: silty sand to sandy silt 17.37 0.38 1.SS 0.5 47.90 1.72 -1.45 1.64 4788 3.59 2.40 Sandi Mixtures: silty sand to sandy silt 26.30 0.38 2.30 0.55 31.90 1.49 -2.41 1.80 31.87 4.67 2.60 Silt Mixtures: clayey silt to sitty clay 35.43 0.38 aayey 0.6 23.30 1.15 -2.66 1.97 2327 4.94 2.71 Silt Mixtures: clayey silt to illty clay 41.22 0.38 aayey 0.65 20.90 1.04 -2.71 2.13 20.87 4.98 2.75 Silt Mixtures: clayey silt to silty clay 43.21 0.38 aayey 0.7 22.50 1.02 -5.03 2.30 22.45 4.53 2.70 Silt Mixtures: clayey silt to silty clay 4043 0.38 aayey 0.75 23.70 1.02 -4.87 2.46 23.65 4.30 2.67 SIt Mixtures: clayey silt to silly clay 38.76 0.38 aavey 0.8 23.20 1.12 .4.88 2.62 23.15 4.83 2.71 Silt MixturesÂ· clayey silt to silly clay 40.9S 0.38 Clayey 0.85 22.20 1.12 -5.02 2.79 22.15 5.05 2.74 Silt Mixtures: clayey silt to silty clay 42.43 0.38 aayey 0.9 23.40 1.16 -5.02 2.95 23.35 4.96 2.72 Silt Mixtures: clayey silt to silly clay 41.26 0.38 aayey 0.95 24.20 1.19 -5.18 3.12 24.14 4.92 2.70 Silt Mixtures: clayey silt to silty clay 40 58 0.38 a.yey 1 23.80 1.21 -5.22 3.28 23.74 5.08 2.72 Silt Mixtures: clayey silt to silty clay 41.41 0.38 aayey 1.05 25.40 1.10 -5.12 3.44 25.34 4.33 2.65 Sit Mixtures: clayey silt to sllty clay 37.78 0.38 Clayey 1.1 25.30 1.22 -5.13 3.61 25.24 4.82 2.68 Silt Mixtures: clayey silt to silty clay 39.55 0.38 aayey 1.15 21.40 1.21 -5.22 3.77 21.34 5.6S 2.78 Silt Mixtures: clayey silt to silty clay 45.07 0.38 aayey 1.2 24.90 1.11 -5.06 3.94 24.85 4.46 2.66 Silt Mixtures: clayey silt to silly clay 38.57 0.38 aayey 1.25 26.10 1.02 -5.28 4.10 26.04 3.91 2.61 Silt Mixtures: clayey silt to silty clay 35.82 0.38 aayey ALBUS-KEEFE & ASSOCIATES, INC. Uquefaction Analysis Corrected Factor of Uquefaction q UN for Fines CRR,#5*MSF Safety Susceptibility Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 3.93 Clayey Clayey NA NA Above High GWL 5.90 a,yey aayey NA NA Above High GWL 8.47 Clayey aayey NA NA Above High GWL 12.25 aayey aayey NA NA Above High GWL 42.04 84.28 0.20 NA NA Above High GWL 94.37 140.06 0.49 NA NA Above High GWL 90.89 165.44 1.00 NA NA Above High GWL 108.73 163.20 1.00 NA NA Above High GWL 102.23 158.79 0.66 NA NA Above High GWL 72.44 166.69 1.00 NA NA Above High GWL 48.24 aayey aayey NA NA Above High GWL 35.24 aayey aayey NA NA Above High GWL 31.61 aayey aayey NA NA Above High GWL 34.03 aayey aayey NA NA Above High GWL 35.84 a.yey aavey NA NA Above High GWL 35.09 aayey aayey NA NA Above High GWL 33.57 Clayey aiyey NA NA Above High GWL 35.39 aayey a,yey NA NA Above High GWL 36.60 aayey aayey NA NA Above High GWL 35.99 a.yey aayey NA NA Above High GWL 38.41 aayey aayey NA NA Above High GWL 38.26 a,yey aayey NA NA Above High GWL 32.36 aayey aiyey NA NA Above High GWL 37.66 aayey aayey NA NA Above High GWL 39.47 aayey aayey NA NA *Above High GWL Plate C-1 1 of 7 1.3 22.10 1.01 -5.91 4.27 22.04 4.57 2.71 1.35 20.00 0.86 -6.52 4.43 19.93 4.30 2.72 1.4 19.80 0.79 -6.62 4.59 19.73 3.99 2.70 1.45 18.50 0.73 -6.25 4.76 18.43 3.95 2.72 1.5 18.20 0.66 -5.92 4.92 18.14 3.63 2.70 1.55 18.10 0.64 -5.69 5.09 18.04 3.54 2.70 1.6 14.90 0.56 -5.09 5.25 14.85 3.76 2.78 1.65 13.90 0.48 -5.20 5.41 13.84 3.45 2.78 1.7 13.10 0.48 -5.22 5.58 13.04 3.66 2.61 1.75 15.40 0.49 -5.12 5.74 15.34 3.18 2.72 1.8 15.10 0.49 -5.28 5.91 15.04 3.25 2.74 1.85 12.70 0.46 -5.37 6.07 12.64 3.62 2.64 1.9 12.60 0.44 -5.42 6.23 12.54 3.49 2.64 1.95 15.20 0.46 -5.47 6.40 15.14 3.03 2.72 2 18.90 0.54 -5.32 6.56 18.84 2.86 2.63 2.05 21.10 0.62 -5.39 6.73 21.04 2.94 2.60 2.1 22.20 0.66 -5.42 6 89 22.14 2.97 2.58 2.15 21.30 0.65 -5.65 7.05 21.24 3.05 2.60 2.2 21.90 0.67 -6.02 7.22 21.83 3.06 2.60 2.25 24.10 0.69 -5.91 7.38 24.04 2.86 2.56 2.3 28.20 0.80 -5.52 7.55 28.14 2.84 2.51 2.35 31.00 0.96 -5.51 7.71 30.94 3.10 2.50 2.4 32.80 1.04 -5.42 7.87 32.74 3.17 2.SO 2.45 33.00 0.94 -5.61 8.04 32.94 2.85 2.47 2.5 34.30 0.88 -5.62 8.20 34.24 2.S7 2.42 2.55 38.20 1.06 -6.60 8.37 38.13 2.77 2.42 2.6 39.00 1.25 -7.03 8.53 38.92 3.21 2.45 2.65 41.80 1.43 -7.13 8.69 41.72 3.42 2.45 2.7 40.20 1.57 -7.23 8.86 40.12 3.91 2.51 2.75 34.70 1.58 -7.13 9.02 34.62 435 2.57 2.8 27.50 1.40 -7.23 9.19 27.42 5.09 2.61 2.85 23.20 1.04 -7.33 9.35 23.12 4.48 2.63 2.9 17.70 0.84 -7.51 9.51 17.62 4.75 2.73 2.95 13.00 0.65 -7.73 9.68 12.92 5.00 2.86 3 11.90 0.53 -7.51 9.84 11.82 4.45 2.86 3.05 13.30 0.54 -7.43 10.01 13.22 4.06 2.80 3.1 12.30 0.55 -7.53 10.17 12.22 4.47 2.85 3.15 10.80 0.47 -7.53 10.33 10.72 4.35 2.90 3.2 9.70 0.44 -7.53 10.50 9.62 4.54 2.95 3.25 9.00 0.38 -7.63 10.66 8.92 4.22 2.96 3.3 8.30 0.36 -7.54 10.83 8.22 4.34 3.01 3.35 8.70 0.32 -7.30 10.99 8.62 3.68 2.95 3.4 9.10 0.30 -6.96 11.15 9.02 3.30 2.90 3.45 9.60 0.32 -5.81 11.32 9.54 3.33 2.89 3.5 10.90 0.36 -5.31 11.48 1084 3.30 2.84 3.55 10.40 0.40 -5.32 11 65 10.34 3.85 2.90 3.6 0.35 -5.32 11.81 9.24 3.76 2.94 Silt Mixtures: clayey Wit to silty clay 40.95 0.38 a.yey 33.42 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 41.68 0.38 a,yey 30.25 aayey aayey NA NA Above High GWL S,It Mixtures: clayey silt to silry clay 40.68 0.38 aayey 29.94 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 41.70 0.38 aayey 27.98 aayey a.yey NA NA Above High GWL kit Mixtures: clayey silt to silty clay 40.69 0.36 aayey 27.52 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 40.41 0.36 aayey 27.37 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 44.95 0.36 a.yey 22.53 aayey aayey NA NA Above High GWL Sllt MixturesÂ· clayey silt to silly clay 44.95 0.36 aayey 21.02 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 35.63 0.36 a.yey 38.15 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 41.78 0.36 a.yey 23.29 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silly clay 42.4S 0.36 a.yey 22.84 aiyey a.yey NA NA Above High GWL Silt Mixtures: clayey silt to silly clay 37.39 0.36 aayey 33.87 a.yey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 37.44 0.36 aayey 32.69 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 41.31 0.36 a.yey 22.99 aayey aayey NA NA Above High GWL SIt Mixtures: clayey silt to silty clay 36.64 0.36 aayey 28.58 a/yey Clayey NA NA Above High GWL Sand Mixtures: silty sand to sandy silt 35.20 0.36 3.31 31.91 105.54 0.27 NA NA Above High GWL Sand Mixtures: silly sand to sandy silt 34.55 0.36 3.23 33.57 108.31 0.29 NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 35.59 0.36 aayey 32.21 aayey Clayey NA NA Above High GWL Sand Mixtures: silty sand to sandy silt 35.18 0.36 3.30 33.12 109.44 0.29 NA NA Above High GWL Sand Mixtures: lilty Iand to sandy ;ilt 33.30 0.36 3.07 35.21 108.21 0.29 NA NA Above High GWL Sand Mixtures: silty sand to ;andy silt 30.96 0.36 2.80 40.74 114.10 0.32 NA NA Above High GWL Sand Mixtures: sllty sand to sandy silt 30.90 0.36 2.79 44.31 123.78 0.37 NA NA Above High GWL Sand Mixtures: silty sand to sandy silt 30.57 0.36 2.76 46.39 127.82 0.40 NA NA Above High GWL Sand Mixtures: filty sand to sandy $111 29.20 0.36 2.60 46.25 120.46 0.35 1.0 1.0 Liquefiable Sand Mixtures: silly sand to sandy $1lt 27.43 0.38 2.42 47.84 115.60 0.32 0.9 0.9 Uquefiable Sand Mixtures: silty sand to sandy silt 2703 0.38 2.37 53.03 125.92 0.39 1.0 1.0 Uquefiable Sand Mixtures: silty sand to sandy sllt 28.66 0.38 2.55 53.88 137.lS 0 46 1.2 1.2 Uquefiable Sand Mixtures: silty sand to sandy silt 28.67 0.38 2.55 S7.47 146.36 0.54 1.4 1.4 Non-Liquefiable Sand Mixtures: silty sand to sandy silt 31.08 0.38 2.81 55.01 154.79 0.62 1.6 1.6 Non-liqueflable Sand Mixtures: sitty sand to sandy litt 34.02 0.38 3.16 52.48 165 88 1.00 2.6 2.6 Non-liquefiable Silt Mixtures: clayey silt to silty clay 35.84 0.40 aayey 52.41 aayey Silt Mixtures: clayey silt to silly Clay 36.61 0.40 aayey 43.63 a,vey Silt Mixtures: clayey silt to $ilty clay 42.27 0.40 aayey 32.71 aayey Silt Mixtures: clayey silt to $ilty clay 49.37 0.40 aayey 23.51 aayey Silt Mixtures: clayey silt to silly clay 49.43 0.40 aayey 21.22 aayey Silt Mixtures: clayey silt to silly clay 45.73 0.40 aayey 23.61 aayey Silt Mixtures: clayey silt to sllry clay 49.19 042 aayey 21.55 aayey Silt Mixtures: clayey silt to silty clay 51.81 0.42 aayey 18.60 aayey aaYS 55.31 0.42 aayey 16.43 Clayey aa YS 56.09 0.42 aiyey 15.02 aayey aays 58.90 0.42 a/yey 13.63 aayey Silt Mixtures: daley silt to silty clay S4.97 0.42 aayey 14.20 aayey Silt Mixtures: clayey silt to sitty clay 52.22 0.42 aayey 14.77 aayey SIt Mixtures: clayey silt to $ilty clay 51.32 0.42 aayey 15.50 aayey Silt Mixtures: clayey silt to $Ilty clay 48.40 0.44 aayey 17.60 aayey Silt Mixtures: dam silt to silly clay 52.24 0.44 Clavey 16.58 aayey Silt Mixtures: clayey silt to sil aayey 14.57 Clayey54.82 044 ALBUS-KEEFE & ASSOCIATES. INC. aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aiyey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aavey Clayey 10.0 aayey te C-1 2 of 1 9.90 13.20 12.70 13.70 3.65 0.36 -5.15 11.98 9.84 3.64 2.91 Silt Milrtures: clayey silt to silly clay 52.89 0.44 aayey 15.44 aayey aayey Clayey 10.0 aayey 3.7 8.80 0.35 -5.27 12.14 8.74 3.98 2.99 aays 57.67 0.44 Clayey 13.47 a,Yey Clayey Clayey 10.0 aayey 3.75 8.60 0.34 -5.14 12.30 8.54 3.95 3.00 aaYS 58.40 0.44 aayey 13.02 aayev aayey Clayey 10.0 aayey 3.8 8.80 0.33 -5.12 12.47 8.74 3.75 2.98 aays 57.07 0.44 Clayey 13 23 aayey aayey Clayey 10.0 a,yey 3.85 8.60 0.32 -5.41 12.63 8.54 3.72 2.99 aays 57.78 0.44 aayey 12.79 aayey aayey Clayey 10.0 aayey 3.9 7.90 0.30 -5.42 12.80 7.84 3.80 3.03 aays 60.72 0.44 aayey 11.54 aayey aayey Clayey 10.0 aayey 3.95 7.20 0.27 -5.42 12.96 7.14 3.7S 3 07 aays 63.43 0.46 aayey 10.31 aayey aayey Clayey 10.0 Clayey 4 6.80 0.25 -5.25 13.12 6.74 3.68 3.09 aays 65.06 0.46 a.yey 9.58 aayey aayey Clayey 10.0 a.yey 4.05 6.70 0.24 -4.73 13.29 6.65 3.58 3.10 aays 65.30 0.46 aavey 9.34 aayey aayey Clayev 10.0 aiyey 4.1 6.50 0.23 -4.11 13.45 6.46 3.54 3.11 aays 66.30 0.46 aayey 8.94 Clayey 10.0 aayeyaayeya.yey 4.15 6.60 0.21 -3.67 13.62 6.56 3.18 308 aays 64.13 0.46 aayey 9.01 aayey a@yey Clayey 10.0 aayey 4.2 6.70 0.23 -3.42 13.78 6.66 3.43 3.10 aavs 65.30 0.46 aayey 9.09 aayey aayey Clayey 10.0 aayey 4.25 6.90 0.23 -3.15 13.94 6.87 3.33 3.08 aays 64.09 0.46 aayey 9.31 aayey aayey Clayey 10.0 aayey 4.3 6.80 0.22 -2.93 14.11 6.77 3.24 3.08 aays 64.27 0.46 aiyey 9.08 aayey aayey Clayey 10.0 aayey 4.35 7.30 0.21 -2.69 14.27 7.27 2.88 3.03 aays 60.27 046 aayey 9.75 aayey aayey Clayey 10.0 aayey 4.4 7.30 0.23 -1.78 14.44 7.28 3.15 3.05 aays 62.09 0.46 aayey 9.67 aayey aayey Clayey 10.0 aayey 4.45 7.50 0.25 -0.86 14.60 7.49 3.33 3.06 aays 62.St 0.48 aayey 9.89 aayey aayey Clayey 10.0 aayey 4.5 7.70 0.24 -0.60 14.76 7 69 3.12 3.03 aays 60.76 0.48 aayey 10.10 0@yey aayey Clayey 10.0 aayey 4.55 7.80 0.25 -0.45 14.93 7.80 3.21 3.04 aays 61.10 048 aayey 10.16 aayey a.yey Clayey 10.0 a,Yey 4.6 7.80 0.23 -0.30 15.09 7.80 2.95 3.02 aays 59.88 0.48 aayey 10.08 aayey aayey Clayey 10.0 aayey 4.65 7.60 0.24 -0.20 15.26 7.60 3.16 3.05 a.ys 62.08 0.48 aayey 9.70 aayey aayey Clayey 10.0 aayey 4.7 7.40 0.24 -0.03 15.42 7.40 3.24 3.07 aays 63.62 0.48 aayey 9.33 Clayey 10.0 aayeyaayeyaayey 4.75 7.00 0.23 0.07 15.58 7.00 3.29 3.11 aan 65.87 0.48 aayey 8.68 aayey aayey Clayey 10.0 aiyey 4.8 7.50 0.23 0.25 15.75 7.50 3.07 3.06 aays 62.67 0.48 aayey 9.32 aayey aayey Clayey 10.0 aayey 4.85 8.00 0.27 0.30 15.91 8.00 3.38 3.06 aaYS 62.62 0.48 Clayey 9.95 aayey aavey Clayey 10.0 aayey 4.9 7.50 0.27 0.22 16.08 7.50 3.60 3.11 aays 66.05 0.48 Clayey 9.17 aayey Clayey Clayey 10.0 aayey 4.95 6.90 0.23 0.39 16.24 6.90 3.33 3.13 aays 67.60 0.48 Clayey 8.26 aayey Clayey Clayey 10.0 aayey 5 6.60 0.21 0.57 16.40 661 3.18 3.14 aays 68.50 0.48 Clayey 7.78 aayey CIayey Clayey 10.0 a,yey 5.05 6.60 0.22 0.69 16.57 661 3.33 3.16 aays 69.62 0.50 aayey 7.71 aayey a.yey Clayey 10.0 aayey 5.1 7.10 0.23 0.92 16.73 7.11 3.24 3.12 aays 66.84 0.50 aayey 8.33 aayey Clayey Clayey 10.0 Clayey 5.15 8.90 0.27 1.15 16.90 8.91 3.03 3.01 aays 58.85 0.50 aavey 10.71 aayey aayey Clayey 10.0 aayey 5.2 9.10 0.30 0.54 17.06 9.11 330 3.02 aays 59.85 0.50 aayey 10.90 aayey aayey Clayey 10.0 a@yey 5.25 9.40 0.31 0.67 17.22 9.41 3.30 3.01 aays 59.12 0.50 aayey 11.22 aayey aayey Clayey 10.0 aayey 5.3 9.20 0.30 0.70 17.39 9.21 3.26 3.02 aays 59.74 0.50 aayey 10.87 aayey aayey Clayey 10.0 aayey 5.35 9.00 0.30 2.00 17.55 9.02 3.33 3.04 aaYS 60.98 0.50 aiyey 10.52 aayey aayey Clayey 10.0 aayey 5.4 9.00 0.28 2.21 17.72 9.02 3.11 3.02 aays 59.97 0.50 aayey 10.45 Clayey aiyey Clayey 10.0 aayey 5.45 9.20 0.29 2.33 17.88 9.23 3.15 3.02 aays 59.75 0.50 aayey 10.63 aavey aavey Clayey 10.0 aayey 5.5 9.60 0.27 2.54 18.04 9.63 281 2.97 aays 56.77 0.50 aayey 11.07 aayey aayey Clayey 10.0 aayey 5.55 10.50 0.25 2.74 18 21 10.53 2.38 2.90 Silt Mixtures: clayey silt to silty clay 51.82 O.So aayer 12.15 aayey aayey Clayey 10.0 aayey 5.6 10.60 0.26 2.98 18.37 1063 2.45 2.90 Silt Mixtures: clayey silt to $ilty clay 52.20 0.50 aayey 12.20 aayey aavey Clayey 10.0 aayey 5.65 10.80 0.26 3.21 18.54 10.83 2.41 2.89 Silt Mixtures: clayey silt to sllty clay St.59 0.50 aavey 12.37 aayey aayey Clayey 10.0 aayey 5.7 11.60 0.27 3.33 18.70 11.64 2.33 2.86 Silt Mixtures: clayey silt to silty clay 49.39 0.50 aavey 13.29 aayey aayey Clayey 10.0 aayey 5.75 12.30 0.33 3.53 18.86 12.34 2.68 2.87 Silt Mixtures: clavey silt to silly clay 50.24 0.50 aayey 14.09 aayey aavey Clayey 10.0 aayey 5.8 13.40 0.34 3.67 19.03 13.44 2.54 2.82 Silt Mixtures: clayey silt to silt'y clay 47.44 0.52 aayey 15.37 aayey aavey Clayey 10.0 aayey 5.85 0.33 3.90 19.19 13.24 2.50 2.83 Silt MixturesÂ· clayey silt to silty clay 47.73 0.52 aayey 1502 aayey aiyey Clayey 10.0 aayey 5.9 0.32 4.01 19 36 12.74 2.52 2 85 Silt Mixtures: clayey stlt to silty clay 48.95 0.52 aayey 14.30 aayey aayey Clayey 10.0 aayey 5.95 0.32 4.12 19.52 13.74 2.34 2.80 Silt Mixtures: clayey silt to silty clay 46.13 0.52 a.yey 15.43 aayey aavey Clayey 10.0 aayey Plate C-1 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 14.50 0.35 4.24 19.69 14.55 241 2.79 Silt Mixtures: clayey silt to silly Clay 45.42 O.S2 aayey 16.31 aayey aayey Clayey 10.0 aayey 6.05 14.50 0.37 4.52 19.85 14.55 2.55 2.81 Silt Mixtures: clayey silt to silty clay 46.39 0.52 aayey 16.21 aavey aayey Clayey 10.0 aayey 6.1 13.90 0.36 4.62 20.01 13.95 2.S9 2 83 Silt Mixtures: clayey silt to slity clay 47.76 0.52 Clayey 15.37 aayey a.yey Clayey 10.0 aâ€¢Yey 6.15 13.20 0.36 4.52 20.18 13.25 2.73 2.87 Silt Mixtures: clayey silt to silly clay 49.97 0.52 aayev 14.43 a.yey aiyey Clayey 10.0 a,yey 6.2 13.00 0.38 4.72 20.34 13.05 2.92 2.89 Silt Mixtures: clayey silt to silty clay 51.61 0.52 aayey 14.10 aaye,aayey Clayey 10.0 a,yey 6.25 13.70 0.47 7.23 20.51 13.78 3.43 2.92 Silt Mixtures: clayey silt to silty clay 53.07 0.52 aayey 14.84 aayey aayey Clayey 10.0 aayey 6.3 13.40 0.45 7.43 20.67 13.48 3.36 2.92 Silt Mixtures: clayey silt to silty clay 53.43 0.52 aayey 14.39 (layey aavey Clayey 10.0 aayey 6.35 13.60 0.51 7.53 20.83 13.68 3.75 2.95 Silt Mixtures: dayey $(It to silty clay 55.10 0.52 aayey 14.54 Clayey aayey Clayey 10.0 aiyey 6.4 13.70 0.50 7.79 21.00 13.78 3.65 2.94 Silt Mixtures: clayey litt to silty clay 54.59 0.52 aayey 14.56 aayey aayey Clayey 10.0 aayey 6.45 13.90 0.36 7.90 21.16 13.99 2.59 2.85 Silt Mixtures: clayey silt to silty clay 48.78 0.52 aayey 14.70 aayey aayey Clayey 10.0 aayey 6.5 14.10 0.31 8.11 21.33 14.19 220 2.80 Sdt Mixtures: clayey litt to silty clay 46.14 0.52 0@yey 14.84 aayey aayey Clayey 10.0 aayey 6.55 12.90 0.34 8.28 21.49 12.99 264 2.89 Sllt Mixtures: clayey silt to silty clay 51.23 0.52 aayey 13.37 a.yey aayey Clayey 10.0 aayey 6.6 10.10 0.22 7.93 21.65 10.19 2.18 2.95 Silt Mixtura: clayey slit to silty Clay SS.17 0.52 aayey 10.08 aayey aayey Clayey 10.0 aayey 6.65 8.30 0.12 8.07 21 82 8.39 1.45 2.9S aays 55.32 0.52 aayey 7.96 aayey aayey Clayey 10.0 aayey 6.7 7.90 0.05 8.37 21.98 7.99 0.63 2.82 Silt Mixtures: clayey zilt to sitty clay 47.22 0.52 aayey 7.46 a,yey aayey Clayey 10.0 aayey 6.75 7.00 0.03 8.43 22.15 709 043 2.83 Silt Mixtures: clayey silt to silty clay 47.54 0.52 aayey 6.39 a.yey aayey Clayey 10.0 aiyey 6.8 7.20 0.05 8.82 22.31 7.30 0.69 2.89 Silt Mixtures: clayey slit to silty clay St.46 0.54 aiyey 6.57 aayey aayey Clayey 10.0 aayey 6.85 7.20 0.12 9.16 22.47 7.30 1.67 3.07 aays 63.02 0.54 aayey 6.52 aayey aiyey Clayey 10.0 aayey 6.9 7.60 0.18 9.23 22.64 7.70 2.37 3.12 aays 66 98 0.54 aayey 6.92 a,yey aayey Clayey 10.0 aayey 6.95 7.40 0.20 9.13 22.80 7.50 2.70 3.17 aays 70 52 0.54 aayey 6.66 aayey aayey Clayey 10.0 aayey 7 6.76 0.18 8.93 22.97 6.80 2.69 3.22 aay;74.56 0.54 aayey 5.84 aayey aayey Clayey 10.0 0@yey 7.05 6.50 0.17 8.84 23.13 6.60 2.62 3.23 aays 75.S6 0.54 a,yey 5.58 aayey aayey Clayey 10.0 aayey 7.1 7.20 0.12 8.93 23.29 7.30 1.67 3.08 aan 64.07 0.54 aayey 6.30 aayey a.yey Clayey 10.0 aayey 7.15 6.80 0.16 8.60 23.46 6.89 2.35 3.19 aaYS 72.24 0.54 aiyey 5.83 aayey aayey Clayey 10.0 a,yey 7.2 8.1 0.2 9.8 23.62 8.21 2.47 3.12 aays 66.62 0.54 aayey 7.19 aayey aayey Clayey 10.0 aayey 7.25 11.9 0.2 10.46 23.79 12.01 1.68 2.85 SIt Mi,rtures: clayey silt to silty Clay 48.83 0.54 aayey 11.21 aayey aayey Clayey 10.0 aavey 7.3 13.9 0.28 11.06 23.95 14.02 2.01 2.82 Silt Mijrtures: clayey silt to silty clay 47.43 0.54 aayey 13.27 aayey aayey Clayey 10.0 aayey 7.35 13.4 0.36 11.14 24.11 13.52 2.69 2.91 S:It Mixturei: clayey sllt to silty clay 52.87 0.54 aayey 12.66 aayey aavey Clayey 10.0 aayey 7.4 13.1 0.39 11.24 24.28 13.22 2.98 2.95 aays 55.31 0.54 aayev 12.27 aayey aayey Clayey 10.0 aayey 7.45 12.5 0.4 11 24.44 12.62 3.20 2.99 aays 58.01 O.S4 aayey 11.57 aayey aayey Clayey 10.0 aayey 7.5 10.5 0.37 10.22 24.61 10.61 3.52 3.10 aays 65.24 0.54 aayey 9.42 aayey aayey Clayey 10.0 aiyey 7.55 9.5 0.3 9.88 24.77 9.61 3.16 3.12 aays 66.74 054 aavey 8.32 aayey aayey Clayey 10.0 aayey 7.6 8.5 0.27 9.28 24.93 8.60 3.18 3.17 aays 71.01 0.54 aayey 7.24 a,yey aayey Clayey 10.0 a.yey 7.65 8.3 0.23 9.01 25.10 8.40 2.77 3.16 aays 69.56 0.54 aayey 6.99 aivey aayey Clayey 10.0 a.yey 7.7 7 0.17 9.21 25.26 7.10 2.43 3.21 aays 74.12 0.54 aayey 5.61 aayey aayey Clayey 10.0 aiyey 7.75 7.4 0.15 9.51 25.43 7.50 2.03 3.15 aays 68.91 0.54 aayey 5.98 aayey aayey Clayey 10.0 aayey 7.8 10 0.19 9.95 25.59 10.11 1.90 2.98 aays 57.39 0.54 aiyey 8.58 Clayey aayey Clayey 10.0 aayey 7.85 12.3 0.36 10.29 25 75 12.41 2.93 3.00 aays 58.16 0.54 aayey 10.85 aayey aayey Clayey 10.0 aayey 7.9 18.5 0.66 10.6 25.92 18.61 3.S7 2.88 Silt MixturesÂ· clayey silt to silty clay 50.73 0.54 aayey 17.01 aayey aayey Clayey 10.0 aayey 7.95 23.3 0.74 10.6 26.08 23.41 3.18 2.76 Sit Mixtures: clayey sitt to silly clay 43.75 0.54 aayey 21.72 a.yey aayey Clayey 10.0 a.vey 8 19.6 0.71 10.24 26.25 19.71 3.62 2.87 Silt Mixtures: clayey silt to silly clay 49.84 0.54 Clayey 17.93 aayey aayey Clayey 10.0 aayey 8.05 15.4 0.56 10.22 26.41 15.51 3.64 2.96 aays 8.1 14 0.54 11.1 26.57 14.12 3.86 3.02 aays 8.15 17.3 0.62 12.75 26.74 1744 3.58 2.92 Silt Mixtures: clayey silt to sitty clay 8.2 16 0.48 12.31 26.90 16.13 300 2.90 Sllt Mixtures: clayey silt to $11ty clay 8.25 10.6 0.37 11.46 27.07 10 72 3.49 3.12 aays 8.3 56.13 0.54 Clayey 13.68 aayey aayey Clayey 10.0 Clayey 59.98 0.54 aayey 12.22 aayey aayey Clayey 10.0 aayey 53.08 0.54 aayey 15.39 aayey aayey Clayey 10.0 a.yey 52.25 0.56 aayey 14 04 aayey aayey Clayey 10.0 aiyey 67.31 0.56 aayey 8.72 Clayey aayey Clayey 10.0 aayey 69.80 0.56 aayey 6.54 aayey aayey Clayey 10.0 aayey te C-1 4 of 1 0.21 11.44 27.23 8.52 2.50 3.16 aays ALBUS-KEEFE & ASSOCIATES, INC. 13.3 15.1 14.1 10.5 8 7.4 7.7 8.7 10.3 15.3 19.4 23.1 31.7 42.6 40.3 45.5 51.7 36.9 25.7 37.8 69.1 102.6 90.6 44.9 27.8 32.1 39.8 39.9 38.9 38.8 38.2 34.8 32.1 31.8 30 34 49.5 62.8 53.8 61.5 65.3 68 73.4 78.7 58.8 41.2 31.1 8.35 0.32 11.96 27.40 13.43 2.41 2.93 S,lt Mixtures: clayey silt to silly clay 54.13 0.56 aayey 1122 Clayey aayey Clayey 10.0 a.yey 8.4 0.39 11.7 27.56 15.23 2.58 2.90 kit Mixtures. clayey silt to silty clay 5188 0.56 Clayey 12.89 aayey aayey Clayey 10.0 CIayey 8.45 0.47 11.51 27.72 14.22 3.33 2.99 Clays 58.15 0.56 aayey 11.87 Clayey aayey Clayey 10.0 Ciayey 8.5 0.35 10.83 27.89 10.62 3.33 3.13 Clays 67.61 0.56 aayey 8.38 aayey Clayey Clayey 10.0 aayey 8.55 0.17 10.74 28.OS 812 213 3.16 aays 69.84 0.56 aayey 5.97 Clayey aayey Clayey 10.0 Clayey 8.6 0.08 10.84 28.22 7.52 1.08 3.06 aays 62.74 0.56 aayey 5.37 Gaye,a.yey Clayey 10.0 aayey 8.65 0.08 11.2 28.38 782 1.04 3 03 aays 60.85 0 56 aayey 5.62 aayey aayey Clayey 10.0 aayey 8.7 0.09 11.63 28.54 8.83 1.03 2.97 aays 5649 0.56 aayey 6.52 aayey a.yey Clayey 10.0 aayey 8.75 0.17 12.1 28.71 10.43 1.65 2.98 aays 57.36 0.56 aayey 7.97 aayey aayey Clayey 10.0 aayey 8.8 0.32 12.76 28.87 15.44 2.09 2.86 Silt Mixtures: clayey silt to silty clay 49.33 0.56 aayey 12.55 Clayey aayey Clayey 10.0 aayey 8.85 0.51 13.07 29.04 19.54 2.63 2 82 Silt Mixtures: clayey silt to s,Ity clay 46.89 0.56 aayey 16.26 a@yey aayey Clayey 10.0 aayey 8.9 0.79 13.43 29.20 23.2S 3.42 2 82 Silt Mixtures. clayey silt to silty clay 4706 O.S6 Clayey 19.58 aayey aayey Clayey 10.0 aayey 8.95 1.11 14.03 29.36 31.85 3.50 2.71 Silt Mixtures. clayey silt to silty clay 40 90 0.56 aayey 27.33 aayey aayey Clayey 10.0 aayey 9 1.74 13.87 29.53 42.75 4.08 2.65 Silt MixturesÂ· clayey silt to silty clay 37.95 0.56 aayey 37.12 aayey aayey Clayey 10.0 a.yey 9.05 1.93 12.54 29 69 40.44 4.79 2 72 Silt Mixtures: clayey silt to silly clay 41.56 0.56 aiyey 34.87 aayey aiyey Clayey 10.0 aayey 9.1 1.49 12.34 29.86 45.63 3.27 2.55 Sand Mixtures. s,Ity sand to sandy silt 32 78 0 56 3.01 42.00 126.50 0.39 0.7 0.7 Uquefiable 9.15 1.33 5.04 30.02 51.75 2.57 2.43 Sand Mixtures: silty sand to sandy silt 27.79 0.56 2.45 47.62 116.82 0.33 0.6 0.6 Liquefiable 9.2 1.14 -4.49 30.18 36.85 3.09 2.63 Silt Mixtures: clayey silt to silty clay 36.62 0.56 a@yey 31.36 aayey aayey Clayey 10.0 aayey 9.25 0.95 -5.62 3035 25.64 3.70 281 Silt Mixtures: clayey silt to silty clay 46.63 0.56 aayey 21.25 aayey aayey Clayey 10.0 aayey 9.3 0.56 -5.55 30.51 37.74 1.48 2.39 Sand Mixtures: silty sand to sandy silt 26.10 0.56 2.28 34.60 78.92 0.18 0.3 0.3 Liquefiable 9.35 0.42 -6.15 30 68 69.03 0.61 1.95 Sands: clean to silty 11.75 0.56 1.24 63.11 78.56 0.18 0.3 0.3 Liquefiable 9.4 0.89 -6.68 30.84 102.53 0.87 1.90 Sands: cle@n to silly 10 38 0.S6 1.19 93.51 111.11 0.30 0.5 0.5 Liquefiable 9.45 1.9 -7.15 3100 90.52 2.10 2.20 Sand Mixtures: silty sand to sandy silt 18.84 0.56 1.66 82.41 136.42 0.46 0.8 0.8 Liquefiable 9.5 1.86 -7.81 31.17 44.82 4.14 2.65 Silt Mixtures: clayey silt to silty clay 38.00 0.56 aayey 37.51 Clayey aayey Clayey 10.0 aayey 9.55 0.83 -7.96 31.33 27.71 2.99 2.73 Silt Mixtures: clayey silt to silty clay 42.16 0.56 Clayey 22.50 Clayey aayey Clayey 10.0 Clayey 9.6 0.66 -7.83 3150 32.02 2.06 2.S4 Sand Mixtures: silty sand to sandy silt 32.59 0.56 2.99 29.02 86 74 0.20 0.4 0.4 Liquefiable 9.65 0.97 -7.83 31.66 39.72 2.44 2.51 Sand Mixtures: s, Ity sand to sandy silt 31.29 0.56 2.84 35.90 101 88 0.26 0.5 0.5 Liquefiable 9.7 1.2 -7.57 31.82 39.82 3.01 2.61 S,lt Mixtures: clayey silt to silty clay 35.61 O.S6 a,yey 32.58 aayey Clayey Clayey 10.0 Clayey 9.75 1.2 -7.73 31.99 38.82 308 2.62 Silt Mixtures: clayey silt to silty clay 36.49 0.56 aayey 31.58 Clayey aiyey Clayey 10.0 a@Yey 9.8 1.12 -7.77 32.15 38.72 2.89 2.61 kit Mixtures: clayey silt to silly clay 35.67 0.56 Clayey 31.36 aayey aayey Clayey 10.0 aayey 9.85 1.12 -7.93 32.32 38.11 2.93 2.62 S,lt Mixtures: clayey silt to sitty clay 36.24 0.56 aayey 30.72 aayey aayey Clayey 10.0 aayey 9.9 1.27 -8.03 32.48 34 71 3.65 2.72 Silt Mixtures: clayey silt to sitty clay 41.30 0.56 aayey 27.72 aayey aayely Clayey 10.0 aayey 9.95 1.22 -8.53 32.64 32.01 3.80 2.76 kit Mixtures: clayey silt to sitty clay 43.63 0.56 aayey 25.33 aayey aayey Clayey 10.0 aayey 10 1.1 -8.93 32.81 31.70 3.46 2.74 Silt Mixtures: clayey silt to sitty clay 42.42 0.56 aayey 24.97 aayey aavey Clayey 10.0 Clayey 10.05 1.1 -8.93 32.97 29 90 367 2.78 S,It Mixtures: clayey silt to silty clay 44.62 0.56 aiyey 23.37 a.yey aayey Clayey 10.0 aiyey 10.1 1.44 -8.83 33.14 33.90 4.24 2.77 Sit Mixtures: clayey silt to silry clay 44.47 0.56 Clayey 26.59 aayey aayey Clayey 10.0 aayey 10.15 2.29 -8.95 33.30 49 40 463 2.67 Silt Mixtures: clayey silt to silly clay 38.98 0.56 aayey 39.30 aayey aavey Clayey 10.0 aayey 10.2 2.39 -9.51 33.46 62.70 3.81 2.50 Sand Mixtures: silty sand to sandy s,lt 30.89 0.56 2.79 5543 154.72 0.62 1.1 1.1 Liquefiable 10.25 2.43 -10.76 33.63 53.68 4.52 2.64 Sllt Mixtures: clayey silt to silly clay 37.33 0.56 aayey 42.51 aayey aayey Clayey 10.0 aayey 10.3 2.49 -11.22 33.79 61.38 405 2.53 Sand Mixtures: silty sand to sandy s,lt 32.12 0.56 2.93 54 07 158 66 0.65 1.2 1.2 liquefiable 10.35 2.85 -10.82 33.96 6518 4 36 2.54 Sand MixturesÂ· silty sand to sandy silt 32.41 0.56 2.97 57.30 170 OS 1.00 1.8 1.8 Non-liquefiable 10.4 2.48 -11.34 34.12 67.88 3.65 2.47 Sandi Mixtures: silty sand to sandy sin 29.32 0.56 2.62 59.55 155.84 0.63 1.1 1.1 liquefiable 10.45 3.31 -11.2 34.28 73.28 4.51 2.51 Sand Mixtures: silty sand to sandy silt 31.34 0.56 284 64 16 182.45 100 1.8 1.8 Non-Liquefiable 10.5 4.05 -11.52 34.45 78.58 5.15 2.54 Sand Mixtures. silly sand to sandy silt 32.42 0.56 2.97 68.66 203.91 1.00 1.8 1.8 Non-Uquefiable 10.55 3.6 -11.56 34.61 58.68 6.12 2.72 Silt Mixtures: clayey silt to silty clay 41.28 0 56 aayey 45.51 aayey aayey Clayey 10.0 aayey 10.6 2.54 -11.74 34.78 41.07 6.17 283 Silt Mixtures: clayey silt to silty clay 47.98 0.56 aayey 31.26 aayey Clayey Clayey 10.0 aayey 10.65 1.56 -11.84 34 94 30.97 5.02 2.87 Silt Mixtures: clayey sitt to silty Clay 50.21 0.56 aayey 2309 aayey a,yey Clayey 10.0 aayey Plate C-1 ALBUS-KEEFE & ASSOCIATES,INC.5 of 7 10.7 23.8 0.85 10.75 23.6 0.66 10.8 26.6 0.74 10.85 21.8 1.11 10.9 37.4 1.53 10.95 44.9 1.54 11 39.6 1.77 11.05 66.8 2.01 11.1 98.3 2.26 11.15 128.9 2.53 11.2 154.7 2.48 11.25 169.9 2.23 11.3 166.2 2.51 11.35 155 2.61 11.4 145.8 2.46 11.45 145.2 1.78 11.5 149 1.15 11.55 163.6 1 11.6 178.2 1.02 11.65 185.5 1.21 11.7 188.7 1.6 11.75 202.2 2.2 11.8 177.9 3.22 1185 114.4 3.9 11.9 76.8 2.9 1195 119.2 1.91 12 212.3 1.6 12.05 262.1 1.45 12.1 285.9 1.76 12.15 303.3 1.89 12.2 305.4 1.77 12.25 318.7 1.7 12.3 325.3 1.94 12.35 325.5 1.56 12.4 328.2 1.53 12.45 323.1 1.53 12.5 344 1.77 12.55 346.4 1.65 12.6 327 1.45 12.65 329.3 1.13 12.7 327.2 1.09 12.75 304.9 1.33 12.8 310.5 1.25 12.85 317.9 1.07 12.9 332.6 1.03 12.95 338.9 1.21 13 1.26 -11.92 35.10 23.67 3.57 2.88 Silt Mixtures: clayey silt to silty clay 50.60 0.56 aayey 17.21 Clayey Clayey Clayey 10.0 Clayey -12.04 35.27 23.47 2.80 2 82 Sit Mixtures: clayey s,lt to silty clay 46.96 0.56 Clayey 16.98 aayey aayey Clayey 10.0 aayey -12.21 35.43 26.47 2.78 2.77 S,It Mixtures: clayey silt to silty clay 4422 0.56 aayey 19.27 aayey aayey Clayey 10.0 a.yey -12.13 35 60 21.67 5.09 3.02 aays 59.S4 0.56 Clayey 15.43 Clayey aayey Clayey 10.0 Clayey -12.16 35.76 37.27 4.09 2.75 Silt Mixtures: clayey silt to silty clay 43.25 0.56 aayey 27.55 aayey a.yey Clayey 10.0 aayey -12.44 35.93 44.77 3.43 2.64 Silt Mixtures: clayey silt to silty clay 37.16 0.56 aayey 33.28 a@yey Clayey Clayey 10.0 aayey -12.36 36.09 39.47 4.47 2.76 kit Mixtures: clayey silt to silty clay 43.73 0.56 a.yey 29.04 aayey aayey Clayey 10.0 aayey -12.45 36.25 66.67 3.01 2.42 Sand Mirtures: silly sand to sandy silt 27.35 0.56 2.41 57.10 137.45 0.47 0.8 0.8 liquefiable -12.66 36.42 98 16 2.30 2.22 Sandi Mixtures: silry sand to sandy silt 19.63 0.56 1.71 83.87 143.79 0.52 0.9 0.9 Uquefiable -13.13 36.58 128.76 1.96 2.09 Sand Mixtures: silty sand to sandy sitt 15.41 0.54 1.43 109.78 157.13 0.64 1.2 1.2 Liquefiable -13.41 36.75 154.56 160 1.97 SandsÂ· clear to silty 1210 0.54 1.26 131.51 165.78 100 1.9 1.9 Non-Liquefiable -13.92 36.91 169.75 1.31 1.88 SandsÂ· clean to silty 9.86 054 1.17 144.17 16844 1.00 1.9 1.9 Non-Liqueflable -14.71 37.07 166.04 1.51 1.93 Sands: clean to silty 11.10 0.54 1.22 140 78 171.35 1.00 1.9 1.9 Non-Uquefiable -15.15 37.24 15484 1.68 198 Sands: clean to sitty 1254 0.54 1.28 131 06 167 84 100 1.9 1.9 Non-Uqueflable -15.56 37.40 145 63 1.69 200 SandsÂ· clean to sitty 13.07 0.54 1.31 12306 160.70 1.00 1.9 1.9 Non-Liquefiable -15.83 37.57 145.03 1.23 1.91 Sands: clean to silty 10.59 0.54 1.20 122.34 146.39 0.54 1.0 1.0 Liquefiable -16.09 37.73 148.83 0.77 1.77 Sands: clean to slity 7.44 0.54 1.08 125.32 135.79 0.45 0.8 0.8 L,quefiable -16.2 37.89 163.43 0.61 1.67 Sands: clean to silty 5.62 0.54 1.02 137.35 140.04 0.49 0.9 0.9 Liquefiable -16.43 38.06 178.02 0.57 1.63 Sands: clean to slity 4.81 0.54 1.00 149.35 149.35 0.57 1.0 1.0 Liquefiable -16.76 3822 185.32 0.65 1.65 Sands: clean to silly 5.18 0.54 1.00 155.19 155.54 0.62 1.2 1.2 Liquefiable -16.86 38.39 188.52 0.85 172 Sands: clean to silty 6.45 0.54 105 157.59 165.43 1.00 1.9 1.9 Non-Liquefiable -16.96 3855 202.02 1.09 1.77 Sands: clean to silty 7.52 0.54 1.09 168.58 183.11 1.00 1.9 1.9 Non-Liquefiable -16.11 38 71 177.73 1.81 1.97 Sands: clean to silty 12.21 0.54 1.27 148.06 187.33 1.00 1.9 1.9 Non-Liquefiable -14.4 38.88 114.24 3.41 2.31 Sandi Mixtures: silty sand to sandy silt 22.84 0.54 1.98 95.05 187.86 1.00 1.9 1.9 Non-Liquefiable -15.69 39 04 76.63 3.78 2.46 Sand Mixtures: s,Ity sand to sandy silt 28.94 0.54 2.58 63.70 164.06 1.00 1.9 1.9 Non-liquefiable -16.15 39.21 11903 1.60 2.06 Sand Mixtures: silty sand to sandy silt 14.55 0.54 1.38 98.69 136.44 0.46 0.8 0.8 Liquefiable -17.11 39.37 212.12 0.75 1.65 Sands: clean to silly 5.18 0.54 1.00 175.48 175.86 1.00 1.9 1.9 Non-Liquefiable -17.66 39.53 261.91 0.55 1.49 Sands: clean to silry 2.71 0.54 1.00 216.27 216.27 1.00 1.9 1.9 Non-Liquefiable -18.15 39.70 285.70 0.62 1.49 Sands: clean to silty 2.75 0.54 1.00 235.51 235.51 1.00 1.9 1.9 Non-Liquefiable -18.27 39.86 303.10 0.62 1.48 Sands: clear to silty 2.55 0.54 1.00 249.42 24942 1.00 1.9 1.9 Non-liquefiable -18.11 40.03 305.20 0.58 1.46 Sands: clean to silty 2.23 0.54 1.00 250.72 250.72 1.00 1.9 1.9 Non-liqueflable -17.64 40.19 318.St 053 1.42 Sands: clean to silty 1.75 O.S4 1.00 261.20 261.20 1.00 1.9 1.9 Non-Liqueflable -17.01 40.35 325.12 0.60 1.45 SandsÂ· clean to silty 209 O.S4 100 266.17 266.17 1.00 1.9 1.9 Non-Uquefiable -16.3 40.52 325.32 0.48 1.38 Sands: clean to silty 1.31 0.54 1.00 265.89 265.89 1.00 1.9 1.9 Non-Uquefiable -15.24 40.68 32804 0.47 1.37 Sands: clean to silty 1.19 0.54 1.00 267.65 267.65 1.00 1.9 1.9 Non-liquefiable -14.36 40.85 322.94 0.47 1.38 Sands: clean to slip,131 0.54 100 263.05 263.05 1.00 1.9 1.9 Non-Uqueflable -13.12 41.01 34386 0.51 1.39 Sands: clean to silty 1.35 0.54 1.00 279.60 279.60 1.00 1.9 1.9 Non-Liquefiable -11.7 41.17 346.27 0.48 1.36 Sands: clean to sitty 1.07 0.54 1.00 281.09 281.09 1.00 1.9 1.9 Non-LIquefiable -10.3 41.34 326.89 0.44 1.36 Sands: clear, to sitty 107 0.54 100 264.91 264.91 100 1.9 1.9 Non-liqueflable -9.86 41.50 329.19 0.34 1.29 Gravelly sandi to dense sand 0.31 054 1.00 266.34 266.34 1.00 1.9 1.9 Non-liqueflable -9.51 41.67 327.10 0.33 1.29 Gravelly sand to dense sand 0.27 0.54 1.00 264.21 264.21 1.00 1.9 1.9 Non-liqueflable 5.7 41.83 304.96 0.44 1.38 Sands: clean to silty 1.31 0.54 1.00 245.80 245.80 1.00 1.9 1.9 Non-Liqueflable 7.31 41.99 310.58 0.40 1.35 Sands: clean to silty 100 o.s4 1.00 249.91 249.91 1.00 1.9 1.9 Non-Uquefiable 7.47 42.16 317.98 0.34 1.30 Gravelly sand to dense sand 0.42 0.54 1.00 255.45 255.45 1.00 1.9 1.9 Non-Uquefiable 6.75 42.32 332.67 0.31 1.26 Gravelly sand to dense sand 0.05 0.54 1.00 26683 266.83 1.00 1.9 1.9 Non-Liquefiable 5.03 42.49 33895 0.36 1.29 Gravelly sand to dense sand 0.35 0.54 1.00 27145 27145 100 1.9 1.9 Non-Uquefiable 4.92 42.65 349.55 0.36 1.29 Gravelly sandi to dense sa Liquefiable0.54 1.00 279.50 279.50 100 1.9 1.9 Vllbte C-1 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 355 347.8 354.1 347.7 333 320.6 293.6 292.2 297 300.2 307.2 315.9 321.3 301.6 299.3 297.8 302.4 323.7 379.9 395.5 399 384.1 384.8 399.3 392.7 369.5 365.6 353.5 353.3 362 277.8 124.5 65.5 40.6 30 24.8 22.8 21.2 20.8 20.9 21.6 21.3 23.8 26.8 29.9 13.05 1.25 4.56 42.81 355.05 0.35 1.28 Gravelly sand to dense sand 0.16 0.54 1.00 283 44 283.44 1.00 1.9 1.9 Non-Liquef,able 13.1 1.19 2.66 42.98 34783 0 34 1.28 Gravelly sand to dense sand 0.17 0.54 1.00 277.25 277.25 100 1.9 1.9 Non-liquefiable 13.15 1.2 2.29 43.14 354.12 0.34 1.27 Gravelly sand to dense $and 0.09 0.54 1.00 281.83 281.83 1.00 1.9 1.9 Non-Liquefiable 13.2 1.17 2.65 43.31 347.73 0.34 1.27 Gravelly sand to dense sand 0.14 0.54 100 276.30 276.30 1.00 1.9 1.9 Non-Uquefiable 13.25 1.03 2.07 43.47 333.02 0.31 1.27 Gravelly sand to dense sand 0.09 0.54 1.00 264.20 264.20 1.00 1.9 1.9 Non-Liquefiable 13.3 1.07 1.79 43.64 320.62 0.33 1.30 Gravelly sand to dense sand 0.42 0.54 1.00 253.96 253.96 1.00 1.9 1.9 Non-Liqueflable 13.35 1.31 1.95 43.80 293.62 045 1.41 Sands: clean to silty 1.62 0.52 1.00 232.21 232.21 1.00 1.9 1.9 Non-liquefiable 13.4 1.38 3.27 43.96 292.24 0.47 1.43 Sands: clean to silty 1.84 0.52 1.00 230.74 230.74 1.00 1.9 1.9 Non-llquefiable 13.45 1.38 4.9 44.13 297.05 0.46 1.42 Sands: clean to zilty 1.72 0.52 1.00 234.17 234.17 1.00 1.9 1.9 Non-Liqueflable 13.5 1.29 7.27 44.29 300 28 043 1.39 Sands: clean to slity 1.42 0.52 1.00 236.32 236.32 1.00 1.9 1.9 Non-Liqueflable 13.55 1.37 10.7 44.46 307.32 0.45 1.39 Sands: clean to silty 1.46 0.52 1.00 241.46 241.46 100 1.9 1.9 Non-liqueliable 13.6 1.41 13.87 44.62 316.05 0.45 1.39 Sands: clear to silty 1.35 0.52 1.00 247.92 247.92 1.00 1.9 1.9 Non-Liquefiable 13.65 1.42 17.78 44.78 321.49 0.44 1.38 Sands: clean to silty 1.26 0.52 1.00 251.77 251.77 1.00 1.9 1.9 Non-Liquefiable 13.7 1.38 33.84 44.95 301 97 0.46 1.41 Sands: clean to silty 1.64 0.52 100 235.97 235.97 1.00 1.9 1.9 Non-liquefiable 13.75 1.46 32.72 45.11 299.65 0.49 1.43 Sandis: clean to silty 1.89 0.52 1.00 233.81 233.81 1.00 1.9 1.9 Non-Liquefiable 13.8 1.69 32.22 45.28 298.15 0.57 147 Sands: clean to silty 2.49 0.52 1.00 232.28 232.28 1.00 1.9 1.9 Non-Uquefiable 13.85 1.75 31.92 45.44 302.74 0.58 1.48 Sands: clean to silty 2.SO 0.52 1.00 235.52 235.52 1.00 1.9 1.9 Non-Uquefiable 13.9 1.74 31.59 45.60 324.04 0.54 1.43 Sands: clean to silty 1.93 0.52 100 251.72 251.72 1.00 1.9 1.9 Non-Liquefiable 13.95 1.85 32.02 45.77 380.25 0.49 1.35 Sands: clean to silty 0.97 0.52 1.00 294.98 294.98 1.00 1.9 1.9 Non-Uquefiable 14 2 30.95 45.93 395.83 0.51 1.35 Sands: clean to sitty 0.96 0.52 1.00 306.63 306.63 1.00 1.9 1.9 Non-Liquefiable 14.05 1.66 28.21 46.10 399.30 0.42 129 Gravelly sand to dense sand 0.33 0.52 1.00 308.88 308.88 1.00 1.9 1.9 NonÂ·Uquefiable 14.1 1.61 28.02 46.26 38440 0.42 1.31 Gravelly sand to dense sand 0.48 0.52 1.00 296.90 296.90 1.00 1.9 1.9 Non-liquefiable 14.15 1.31 28.43 4642 385.11 0.34 1.25 Gravelly sand to dense sand 0 0.52 1.00 297.00 297.00 1.00 1.9 1.9 Non-Liquefiable 14.2 1.31 28.74 46.59 399.61 0.33 1.23 Gravelly sand to dense sand 0 0.52 1.00 307.73 307.73 1.00 1.9 1.9 Non-Liquefiable 14.25 1.43 29.23 46.75 393.02 0.36 1.26 Gravelly sand to dense sand 0.04 0.52 1.00 302.20 302.20 1.00 1.9 1.9 Non-Liquefiable 14.3 1.36 28.98 46.92 369.81 037 1.29 Gravelly gnd to dense sand 0.28 0.52 1.00 283.93 283.93 1.00 1.9 1.9 Non-Liquefiable 14.35 1.2 28.64 47.08 365.91 0.33 1.26 Gravelly sand to dense sand 0 02 0.52 1.00 280.52 280.52 1.00 1.9 1.9 Non-Liquefiable 14.4 1.08 27.44 47.24 353.80 0.31 1.26 Gravelly sand to dense sand 0 0.52 1.00 270.83 270.83 1.00 1.9 1.9 Non-Liquefiable 14.45 1.29 26.62 47.41 353 59 0.37 1.30 Gravelly sand to dense sand 0.43 0.52 1.00 270.28 270.28 1.00 1.9 1.9 Non-Liquefiable 14.5 1.14 27.38 47.57 362.30 0.31 1.26 Gravelly sand to dense sand 0 0.52 1.00 276.54 276.54 1.00 1.9 1.9 Non-Uquefiable 14.55 1.54 24.96 47.74 27807 0.55 1.SO Sands: clean to silty 2.82 0.52 1.00 211.91 211.91 1.00 1.9 1.9 Non-liquefiable 14.6 2.29 21.38 47.90 124.73 1.84 2.11 Sand Mixtures: silty sand to sandy silt 16.20 0.52 1.48 94.83 140.19 0.49 0.9 0.9 Liquefiable 14.65 2.41 6.09 48.06 65.57 3.68 2.61 Silt Mixtures: clayey silt to,itty clay 3S.91 0.52 aayey 38.32 aayey aayey Clayey 10.0 aayey 14.7 1.75 2.88 48.23 40.63 4.31 2.83 Silt Mixtures: clayey silt to,ilty clay 47.69 0.52 aayey 23.01 aavey aayey Clayey 10.0 aayey 14.75 1.09 2.91 48.39 30.03 3.63 2.90 Silt Mixtures: clayey slit to 511ty clay 51.93 0.52 aavey 16.49 aayey aiyey Clayey 10.0 aayey 14.8 0.72 3.4 48.56 24.84 2.90 2.92 Silt Mixtures: clayey silt to illty clay 53.24 0.52 aayey 13.28 aayey aavey Clayey 10.0 aayey 14.85 0.6 3.78 48.72 22.84 2 63 2.93 Silt Mixtures: clayey silt to litty clay S4.06 0.52 aayey 12.03 aayey aayey Clayey 10.0 aayey 14.9 0.54 3.81 48.88 21 24 2.55 2.96 aays 55.73 0.52 aayey 11.02 aayey aayey Clayey 10.0 aayey 14.95 0.51 3.66 49.05 20.84 2.45 2.96 a.ys 55.77 0.52 aayey 10.74 aayey aayey Clayey 10.0 aayey 15 0.51 3.86 49.21 20.94 2.44 2.96 aays 5564 0.52 aayey 10.77 aayey aayey Clayey 10.0 aayey 15.05 0.5 4.01 49.38 21.64 2.31 2.93 Silt Mixtures: clayey silt to silty clay 53.92 0.52 aiyey 11.15 aayey aayey Clayey 10.0 aayey 15.1 0.6 4 49.54 21.34 2.82 2.99 aays 57.60 0.50 aayey 10.93 a,yey aayey Clayey 10.0 aayey 15.15 0.78 4.19 49.70 23.85 3.28 2.98 aays 57.01 0.50 aavey 12.38 aayey aayey Clayey 10.0 aayey 15.2 0.89 4.71 49.87 26.85 3.32 2.93 Silt Mixtures: clayey silt to silty clay 54.02 0.50 aayey 14.12 aayey aayey Clayey 10.0 aayey 15.25 0.85 4.92 50.03 29.95 2.84 2.85 Silt Mb(ture,: clayey silt to silty clay 48.73 0.so aayey 15.91 aayey aayey Clayey 10.0 aayey Plate C-1 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 aient:Alliance Residential UQUEFACrION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 2 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft Thlcknes Unit Wt.Bottom (4 )bi Exist. Groundwater Depth : 8 ft layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceteration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -cmZ (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 ***999 *$**Â§**i- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR Kc Eitimated Meas. Tip gde Dyn. Pore Col. Tip Friction SBTIndex SBT Fines Cyclic Soil Depth 1, Friction, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stres$Classif. (m)(tsf)(psi) (ft) (tsf)Rf (%) 0 (%)Ratio Factor 1 0.05 0.00 0.35 0.16 2.50 0.00 3.14 aars 68.36 0.38 Clayey 0.1 0.02 0.36 0.33 5.20 0.38 2.70 Silt Mixturel: clayey silt to silty clay 40.34 0.38 aayey 0.15 0.06 0.47 0 49 6.11 0.98 2.78 Sllt Mixtures: clayey $ilt to silly clay 45.08 0.38 aayey 0.2 0.37 0.69 0.66 13.61 2.72 2.72 Silt Mixtures: clayey silt to silty clay 41.48 0.38 a.yey 0.25 1.08 0.60 0.82 61.21 1.76 2.10 Sand Mixtures: silry fard to sandy silt 15.83 0.38 1.46 0.3 1.68 0.37 0.98 7860 2.14 2.09 Sand Mixtures: sitty sand to $andy silt 1537 0.38 1.43 0.35 2.03 0.25 1.15 77.60 2 62 2.16 Sand Mixtures: silty land to undy silt 17.52 0.38 1.56 0.4 1.69 0.80 1.31 71.91 2.35 2.14 Sand Mixtures: silty sand to sandy sift 17.11 0.38 1.54 0.45 1.59 0.46 1.48 81.90 1.94 2.04 Sand$: clean to sitty 14.13 0.38 1.36 0.5 1.81 0.58 1.64 69.11 2 62 2.19 Sand Mixtures: silty sand to undy $111 18.62 0.38 1.64 0.55 2.09 0.47 1.80 45.61 438 2.49 Sand Mixtures: silty land to Iandy illt 30.27 038 2.72 0.6 1.81 0.61 1.97 33 71 5.37 2.63 Silt Mixtures: clayey silt to ;ilty clay 36.83 0.38 aayey 0.65 1.54 0.56 2.13 28.61 5.38 2.68 Silt Mixtures: clayey silt to,ilty clay 39.36 0.38 aayey 0.7 1.54 0.46 2.30 29.60 5.20 2.66 Silt Mixture;: clayey silt toillty clay 38.27 0.38 aayey 0.75 1.79 0.48 2.46 35.81 5.00 2.59 Sand Mixtures: silty sand to sandy silt 34.84 0.38 3.26 0.8 2.06 0.55 2.62 40.91 5.04 2.55 Sand Mixtures: silty sand to sandy silt 33.12 0.38 3.05 0.85 1 2.24 0.29 2.79 38.20 5.86 2.62 Silt Mixtures: clayey silt to silty clay 36.48 0.38 aayey 0.9 2.12 0.12 2.95 32.50 6.52 2.70 Silt Mixtures: clayey silt to sitty clay 40.67 0.38 aayey 0.95 I 1.88 0.33 3.12 30.10 6.25 2.71 Silt Mixtures: Clayey silt to silty clay 41.11 0.38 aayey 1 i 1.79 0.26 3.28 31.80 5.63 2.66 Silt Mixtures: clayey silt tosilty clay 38.SO 0.38 a.yey 1.05 1.72 0.17 3.44 31.60 5.44 2.65 Silt Mixtures: clayey silt to silty clay 38.05 0.38 aayey 1.1 1.53 0.16 3.61 27.20 5.63 2 71 Silt Mixtures: clayey silt to silty clay 40.94 0.38 aayey 1.15 1.30 -0.42 3.77 23.70 5.49 2.74 Silt Mixtures: clayey sllt to silty clay 42.78 0.38 aayey 1.2 1.21 -0.85 3.94 22.69 5.33 2.75 Silt Mixtures: clayey 5ilt to silly clay 43.03 0.38 Oayey 1.25 1.18 -0.82 4.10 21.79 5.41 2.76 Silt Mixtures: clayey silt to silty clay 44.00 0.38 aayey ALBUS-KEEFE & ASSOCIATES. INC. Resist, â‚¬ 2.50 5.20 6.10 13.60 61.20 78.60 77.60 71.90 81.90 69.10 45.60 33.70 28.60 29.60 35.80 40.90 38.20 32.50 30.10 31.80 31.60 27.20 23.70 22.70 21.80 Uquefactlon Analysis Corrected Factor of Uquefaction q,IN for Fines CRR,.5*MSF Safety Susceptibility (qct")/ Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 3.78 Clayey Clayey NA NA Above High GWL 7.86 aayey aayey NA NA Above High GWL 9.22 aayey aayey NA NA Above High GWL 20.57 aayey aayey NA NA Above High GWL 92.55 134.76 0.45 NA NA Above High GWL 118.87 169.85 1.00 NA NA Above High GWL 117.35 183.50 1.00 NA NA Above High GWL 108.73 167.05 1.00 NA NA Above High GWL 123.86 168.42 1.00 NA NA Above High GWL 104.50 171.35 1.00 NA NA Above High GWL 68.96 187.74 1.00 NA NA Above High GWL 50.96 aayey aayey NA NA Above High GWL 43.25 aayey aayey NA NA Above High GWL 44.76 aiyey aayey NA NA Above High GWL 54.14 176.61 1.00 NA NA Above Hiah GWL 61.85 188.79 1.00 NA NA Above High GWL 57.77 a.yey aiyey NA NA Above High GWL 49.15 aayey aayey NA NA Above High GWL 45.52 aayey aayey NA NA Above High GWL 48.09 a.yey aayey NA NA Above High GWL 47.79 aayey a.yey NA NA Above High GWL 41.13 aayey aavey NA NA Above High GWL 35.84 aayey aayey NA NA Above High GWL 34.33 aayey a@Yey NA NA Above High GWL 32.97 aayey aayey NA NA Above High GWL I of 7 20.20 19.80 18.30 16.50 17.30 23.00 27.80 31.80 37.80 39.50 42.00 43.40 46.00 51.10 49.70 41.70 35.60 35.00 35.80 34.00 33.30 35.10 39.30 42.40 48.60 50.30 50.90 45.70 36.40 27.70 23.10 19.90 17.40 15.50 14.50 13.20 12.10 12.60 14.90 15.90 18.20 25.40 29.10 29.00 28.60 26.10 23.90 1.3 1.10 -0.74 4.27 20.19 5.45 2.79 Silt Mixtures: 1.35 0.94 -0.44 4.43 19.80 4 75 2.76 SIt Mixtures: 1.4 0.76 -0.34 4.59 18 30 415 2.74 S,It Mixtures: 1.45 0.66 -0.14 4.76 16.50 4.00 2.76 Silt Mixtures: 1.5 0.70 -0.07 4.92 17.30 4.05 2.75 Silt Mixtures: 1.55 0.82 -0.22 5.09 23.00 3.57 2.62 Silt MixturesÂ· 1.6 1.10 -0.23 5.25 2780 3.96 2.59 Sand Mixtures 1.65 1.31 -0.06 5.41 31.80 4.12 2.57 Sand Mixtures 1.7 1.56 -0.24 5.58 37.80 4.13 2.51 Sand Mixtures 1.75 1.81 -0.34 5.74 39.50 4.9 2.53 Sand Mixtures 1.8 2.00 -0.32 5.91 42.00 4.76 2.53 Sand Mixtures 1.85 2.07 -0.50 6.07 43.39 4.77 2.52 Sand Mixtures 1.9 2.16 4.39 6.23 46.00 4.70 2.SO Sand Mixture$ 1.95 2.21 -0.57 6.40 St.09 4.32 2.44 Sand Mixtures 2 1.84 -0.66 6.56 49.69 3.70 2.40 Sand Mixtures 2.05 1.34 -0.65 6.73 41.69 3.21 2.41 Sand Mixtures 2.1 1.01 -0.74 689 3S.59 2.84 2.42 Sand Mixtures 2.15 1.08 -0.72 7 05 34.99 3.09 2.45 Sand Mixtures 2.2 1.23 -0.74 7.22 35.79 3.44 2.48 Sand Mixtures 2.25 1.43 -0.71 7.38 33.99 4.21 2.56 Sand Mixtures 2.3 1.49 -0.65 7.55 33.29 4.47 2.59 Sand Mixtures 2.35 1.47 -1.23 7.71 35.09 4.19 2.56 Sand Mixtures 2.4 1.44 -1.73 7.87 39.28 3.66 2.49 Sand Mixtures 2.45 1.48 -1.69 804 42.38 3.49 2.45 Sand Mixtures 2.5 1.31 -1.61 820 48.58 2.70 2.33 Sand Mixtures 2.55 1.29 -1.65 8.37 50.28 2.56 2.30 Sand Mixtures 2.6 1.36 -1.73 8.53 50.88 2.67 232 Sand Mixtures 2.65 1.56 -1.64 8.69 45.68 3.41 2.43 Sand Mixtures 2.7 1.65 -1.76 8.86 36.38 4.53 2.59 Sand Mixtures 2.75 1.58 -3.34 9.02 27.66 5.70 2.64 Silt Mixtures: 2.8 1.43 -4.03 919 23.06 6.19 2.73 Silt Mixtures: 2.85 1.29 -3.97 9.35 19.86 6.48 2.79 Silt Mixtures: 2.9 1.14 -3.74 9.51 17.36 6.55 2.84 Silt Mixtures: 2.95 1 0.99 -3.61 9.68 lS.46 6.39 2.87 Silt Mixtures: 3 0.90 -3.49 984 14.46 6.21 2.89 SiU Mixtures: 3.05 0.85 -3.35 10.01 13.16 644 2.93 Silt Mixtures: 3.1 0.78 -3.08 10 17 12 07 6.45 2.97 3.15 0.74 -3.06 10.33 12.57 5 87 2.93 5,lt Mixtures: 3.2 0.75 -2.85 10.50 14 87 5 03 2.83 Sllt Mixtures: 3.25 0.83 -2.52 10.66 15 87 5 22 2.82 Silt Mixtures: 3.3 1 0.97 -2.31 10.83 18.18 5.33 2.78 Silt Mixtures: 3.35 ,1.23 -2.35 10.99 25.37 4.84 2.65 SIt Mixtures: 3.4 1.16 -2.39 11.15 29.07 3.99 2.59 Sand Mixtures 3.45 1.41 -2.39 11.32 28.97 4.86 2.61 Silt Mixtures: 3.5 1.49 -1.96 11.48 28 58 5.21 264 S,It Mixtures: 3.55 ,1.45 -1.74 11.65 26.08 5.56 2.70 glt Mixtures: 3.6 1.32 -1.65 11.81 2388 5.52 2.72 Sit Mixtures: ALBUS-KEEFE & ASSOCIATES, INC. clayey silt to silty clay 45.46 0.38 Clayey clayey silt to silty clay 43.48 0.38 aayey clayey silt to silty clay 42.70 0.38 aayey clayey silt to Silty clay 43.99 0.38 aayey dam silt to silty clay 43.32 0.36 aayey clayey R to silt, clay 36.50 0.36 aayey silty sand to sandy silt 35.07 0.36 3.29 slity sand to sandy silt 33.68 0.36 3.12 : $itty sand to sandy silt 31.29 0.36 2.84 : silty sand to sandy silt 32.23 0.36 2.95 silty sand to sandy silt 31.99 0.36 2.92 Silty sand to sandy silt 31.58 0.36 2.87 silty sand to sandy silt 30.60 0.36 2.76 : sitty sand to sandy silt 28.12 0.36 2.49 silty sand to sandy silt 26.34 0.36 2.31 slity sand to sandy silt 26.64 0.36 2.34 silty sand to sandly silt 2709 0.36 2.38 ,ilty sand to sandy silt 28.S4 0.36 2.53 silty sandi to sandy silt 29.82 0.36 2.67 silry sand to sandy silt 33.57 0.36 3.11 silty sand to sandy jilt 34.96 0.36 3.28 : silty $and to sandy silt 33.36 0.36 3.08 sitty sand to undy silt 30.03 0.36 2.70 silty sand to sandy silt 28.49 0.36 2.53 : silly sand to sandy SIU 23.62 0.38 2.05 : silty sand to sandy silt 22.70 0.38 1.96 : silty sand to sandy silt 2309 0.38 2.00 silty sand to sandy silt 27.49 0.38 2.42 silty sand to sandy silt 34.68 0.38 3.24 clayey silt to silty clay 37.42 0.38 aayey clayey silt to silty clay 41.85 0.40 aayey clayey silt to silty clay 45.41 0.40 aayey clayey silt to silry clay 48.27 0.40 aayey clayey silt to silty clay 50.25 0.40 aiyey clayey silt to silly clay 51.26 0.40 a,yey clayey silt to silty clay S4.16 0.40 aayey aays 56.33 0.42 a,yey Clayey Silt to Silty Clay 53.83 0.42 aayey clayey silt to silty clay 47.64 0.42 a,yey clayey silt to silly clay 47.17 0.42 aayey Clayey Silt to silly clay 45.09 0.42 a,yey ciayey silt to silry clay 37.83 042 aayey silty sand to sandy $ilt 34.79 0.42 3.26 clayey silt to Silty clay 36.08 0.42 aayey clayey silt to silty clay 37.53 0.44 aayey clayey silt to silty clay 40.20 0.44 aayey clayey silt to Silty clay 41.73 0.44 aayey 30.55 aayey Clayey NA NA Above High GWL 29.94 aayey aayey NA NA Above High GWL 27.67 Clayey Clayey NA NA Above High GWL 24.95 aayey aayey NA NA Above High GWL 26.16 aayey aayey NA NA Above High GWL 34.78 a.yey aayey NA NA Above High GWL 42.04 138.36 0.47 NA NA Above High GWL 48.09 150.03 0.57 NA NA Above High GWL 57.16 162.21 1.00 NA NA Above High GWL 59.74 176.03 1.00 NA NA Above High GWL 63.52 185.36 1.00 NA NA Above High GWL 65.63 188.46 1.00 NA NA Above High GWL 69.57 191.96 1.00 NA NA Above High GWL 77.28 192.30 1.00 NA NA Above High GWL 75.16 173.28 1.00 NA NA Above High GWL 63.06 147.26 0.55 NA NA Above High GWL 53.83 128.17 0.40 NA NA Above High GWL 52.30 132.49 0.43 NA NA Above High GWL 52.89 141.31 0.50 NA NA Above High GWL 49.67 154.28 0.61 NA NA Above High GWL 48.11 157.69 0.64 NA NA Above High GWL 50.17 154.61 0.61 NA NA Above High GWL 55.59 149.84 0.57 NA NA Above High GWL 59.43 150.21 0.57 1.6 1.6 Non-Liquefiable 67.79 138.69 0.48 1.3 1.3 Liquefiable 69.82 137.13 0.46 1.2 1.2 Liqueflable 70.32 140.54 049 1.3 1.3 Liquefiable 62.83 152.20 0.S9 1.6 1.6 Non-Liquefi@ble 49.81 161.48 1.00 2.6 2.6 Non-liquefiable 53.31 aayey aayey Clayey 10.0 aayey 43.86 aayey aayey Clayey 10.0 aayey 37.27 aayey aayey Clayey 10.0 aayey 32.14 aiyey aIvey Clayey 10.0 aayey 28.24 aayey aayey Clayey 10.0 aayey 26.09 a.yey aayey Clayey 10.0 aayey 23.43 aayey aim Clayey 10.0 aayey 21.18 a.yey aayey Clayey 10.0 aayey 21.89 aavey aavey Clayey 10.0 aayey 25.85 aayey aayey Clayey 10.0 aayey 2741 aayey aiyey Clayey 10.0 aayey 31.26 aayey aayey Clayey 10.0 aayey 43.70 aayey aayey Clayey 10.0 aayey 43.69 142.22 0.50 1.2 1.2 liquefiable 49.20 aayey aayey Clayey 10.0 a.yey 48.10 aiyey aayey Clayey 10.0 aayey 43.42 aayey Clayey Clayey 10.0 aayey 39.32 aayey a,yey Clayey 10.0 aayey Plate C-2 2 of 7 3.65 19.20 1.15 -1.55 11.98 19.18 5.99 2.82 Silt Mixtures: clayey silt to silty clay 47.30 0.44 aayey 31.09 aayey Clayey Clayey 10.0 aayey 3.7 15.20 0.92 -1.55 12.14 15.18 6.05 2.91 Silt Mixtures: clayey silt to silly clay 52.42 0.44 a,yey 24.15 aayey aayey Clayey 10.0 aayey 3.75 12.90 0.71 -1.27 12.30 12.89 5.SO 2.94 Silt Mixtures: clayey silt to silty clay 54.46 0.44 aayey 20.14 aayey aayey Clayey 10.0 aayey 3.8 11.70 0.58 -1.14 12.47 11.69 4.96 2.95 Silt Mixtures: clayey silt to silly clay 54.98 0.44 aayey 17.99 aayey aayey Clayey 10.0 aayey 3.85 10.80 0.57 -1.12 12.63 10.79 5.28 3.00 aaYS 58.33 0.44 aayey 16.37 aayey aayey Clayey 10.0 aayey 3.9 10.40 0.53 -0.84 12.80 10.39 5.10 3.00 aays 58.82 0.44 aayey 15.58 aayey aayey Clayey 10.0 aayey 3.95 9.60 0.46 -0.77 12.96 9.59 4.79 3.02 aays 59.94 0.46 aayey 14.17 aayey a,yey Clayey 10.0 aayey 4 8.80 0.37 4.80 13.12 8.79 4.20 3.02 aays 60.05 0.46 aayey 12.77 aiyey aayey Clayey 10.0 aayey 4.05 8.40 0.35 -0.63 13.29 8.39 4.17 3.04 aars 61.41 046 a,yey 12.02 aayey aayey Clayey 10.0 aayey 4.1 8.30 0.35 -0.54 13.45 8.29 4.22 3.OS aays 62.20 0.46 aayey 11.76 aayey aayey Clayey 10.0 aayey 4.15 8.40 0.38 -0.41 13.62 8.40 4.52 3.07 aays 63.43 0.46 aayey 11.82 aayey aayey Clayey 10.0 aayey 4.2 8.60 0.41 -0.31 13.78 8.60 4.77 3.08 aays 64.01 0.46 aayey 12.02 aayey aiyey Clayey 10.0 aayey 4.25 8.70 0.42 -0.04 13.94 8.70 4.83 3.08 aan 64.15 0.46 aayey 12.08 aayey aayey Clayey 10.0 aayey 4.3 8.50 0.37 0.05 14.11 8.SO 4.35 3.07 aays 63.05 0.46 aavey 11.67 aayey aayey Clayey 10.0 Clayey 60.02 0.46 aayey 11.72 a,yey aayey Clayey 10.0 aayey 64.84 0.46 aayey 10.72 aayey aayey Clayey 10.0 aiyey 4.35 8.60 0.32 0.35 14.27 8.60 3.72 3.02 aays 4.4 8.00 0.34 0.51 14.44 8.01 4.25 3.09 4.45 8.50 0.36 5.68 14.60 8.S6 4.24 3.07 aays 4.5 8.70 0.39 6.52 14.76 8.77 4.48 3.08 aa,1,5 4.55 9.10 0.44 6.92 14.93 9.17 4.84 3.08 aaYS 4.6 9.40 0.42 7.39 15.09 9.48 4.47 3.05 aays 4.65 9.10 0.40 7.67 15.26 9.18 4.40 3.06 aayi 4.7 8.90 0.37 7.96 1542 8.99 4.16 3.06 aa" 4.75 9.20 0.40 8.40 15.58 9.29 4.35 3.06 aays 4.8 9.30 0.36 8.72 15.75 9.39 3.87 3.03 aays 4.85 9.20 0.35 9.00 15.91 9.30 3.80 3.03 a@Yi 4.9 9.50 0.28 9.32 16.08 9.60 2.95 2.96 aars 4.95 8.90 0.29 9.68 16.24 9.00 3.26 3.01 aays 5 8.80 0.33 10.12 16.40 8.91 3.75 3.06 aa" 5.05 9.20 0.38 11.20 16.57 9.32 4.13 3.07 aays 5.1 9.80 0.40 11.69 16.73 9.93 4.08 3.04 aays 5.15 10.40 0.42 12.11 16.90 10.53 4.04 3.02 aays 5.2 10.50 0.44 12.70 17.06 10.64 4.19 3.02 aays 5.25 9.80 0.36 12.91 17.22 9.94 3.67 3.02 aavi 5.3 8.90 0.36 13.75 17.39 9.05 404 3.09 Chyj 5.35 7.90 0.35 17.26 17.5S 8.09 4.43 3.17 aays 5.4 9.30 0.34 22.87 17.72 955 3.66 3.05 aa'Is 5.45 9.30 0.31 23.31 17.88 9.55 3.33 3.03 aays 5.5 9.10 0.28 23.96 18.04 9.36 3.08 3.02 aays 5.55 8.50 0.27 24.57 18.21 8.77 3.18 3.06 aays 5.6 8.50 0.24 24.98 18.37 8.77 2.82 3.03 aays 5.65 8.70 0.24 25.40 18.54 8.97 2.76 3.02 a@Y5 5.7 9.20 0.27 25.93 18.70 9.48 2.93 3.01 ay5 5.75 10.00 0.35 26.65 1886 10.29 3.50 3.03 aays 5.8 10.80 0.44 27.44 19.03 11.10 4.07 3.04 aays 5.85 11.00 0.51 27.94 19.19 11.30 4.64 3.07 a.vs 5.9 10.70 0.53 28.40 19.36 11.01 4.95 3.10 aars 5.95 0.45 28.96 19.52 10.11 4.59 3.12 aays 63.21 0.48 aayey 11.38 aayey aayey Clayey 10.0 Gaye, 63.84 0.48 aayey 11.58 aayey aayey Clayey 10.0 aayey 64.24 0.48 aayey 12.07 aayey aayey Clayey 10.0 aayey 62.00 0.48 aayey 12.41 aayey aayev Clayey 10.0 aayey 62.82 0.48 aayey 11.88 aayey aayey Clayey 10.0 aayey 62.63 0.48 aayey 11.SO aayey aayev Clayey 10.0 aayey 62.73 0.48 aayey 11.83 aiyey aayey Clayey 10.0 aayey 60.46 0.48 aayey 11.88 aayey aayey Clayey 10.0 a,vey 60.66 0.48 aayey 11.65 aayey aayey Clayey 10.0 aayey 5532 0.48 aayey 11.98 aayey aIvey Ctayey 10.0 a.yey 59.26 0.48 Oayey 11.05 aayey aayey Clayey 10.0 aayey 62.33 0.48 aayey 10.82 a,yey aayey Clayey 10.0 aayey 63.02 0.50 aavey 11.29 aayey aayey Clayey 10.0 a,vey 61.18 0.50 aayey 12.02 aayey Clayey Clayey 10.0 aayey 59.51 0.50 a,yey 12.75 aayey aayey Clayey 10.0 aayey 60.11 0-so aayey 12.79 a.yey a,yey Clayey 10.0 aayey 59.84 O.so aayey 11.76 aayey aayey Clayey 10.0 aayey 64.67 0.50 aayey 10.47 aayey aayey Clayey 10.0 aayey 70.48 O.SO aayey 9.07 aayey aayey Clayey 10.0 aayey 61.87 0.50 aayey 10.84 a,yey aayey Clayey 10.0 aayey 60.41 O.SO aayey 10.76 aayey aayey Clayey 10.0 aayey 59.85 O.SO aayey 1042 a,yey aayey Clayey 10.0 a.yey 62.69 0.50 aayey 9.57 aayey aayey Clayey 10.0 aayey 60.84 0.50 aayey 9.50 aavey aiyey Clayey 10.0 aayey 59.93 0.50 aayey 9.69 aayey aavey Clayey 10.0 aayey 59.50 O.SO aayey 10.25 aiyey aayey Clayey 10.0 0@yey 60.31 O.SO aayey 11.18 a,yey aavey Clayey 10.0 aavey 61.04 0.52 aayey 12.11 aayey aayey Clayey 10.0 aayey 63.16 0 52 a.yey 12.27 aayey aayey Clayey 10.0 aiyey ALBUS-KEEFE & ASSOCIATES, INC. 65.45 O.S2 Clayey 11 82 aayey aayey Clayey 10.0 aayey 66.81 0.52 aayey 10.63 aayey a,yey Clayey 10.0 3 of 7 9.20 7.60 5.50 4.60 6.30 10.70 16.30 15.10 12.00 15.30 25.80 23.60 16.70 9.50 6.80 5.60 5.70 5.10 4.60 5.20 8.30 11.40 10.90 10.20 9 8.4 7.7 6.8 7.6 11.7 12.4 13.2 16 14.6 13.2 12.7 15.9 17.7 12.5 10.5 10.8 13.2 22.6 45.7 39.9 34.4 25.9 6 0.41 29.81 19.69 9.52 4.46 3.14 aays 68.42 O.S2 Clayey 9.82 aayey aayey Clayey 10.0 aayey 6.05 0.28 30.38 19.85 7.93 3.68 3.18 aays 71.37 0.52 aayey 7.80 aayey aayey Clayey 10.0 aayey 6.1 0.18 30.56 20.01 5.83 3.27 3.31 aays 82.14 0.52 aayey 5.20 aayey Oayey Clayey 10.0 aayey 6.15 0.14 30.78 20.18 4.93 3.04 3.40 aays 89.52 0.52 a.yey 4.08 aayey aayey Clayey 10.0 Clayey 6.2 0.29 31.49 20.34 6.64 460 3.33 aays 84.02 0.52 aayey 6.08 aayey aayey Clayey 10.0 aiyey 6.25 0.53 32.25 20.51 11.05 4.95 3.12 aays 66.76 O.S2 a.yey 11.27 aayey a.yey Clayey 10.0 aayey 6.3 ,0.46 39.56 20.67 16.73 2.82 280 SiIt Mixtures: clayey silt to silty clay 45.90 0.52 aayey 17.82 aayey a.yey Clayey 10.0 a.yey 6.35 ,0.34 40.54 20.83 15.54 2.25 2.77 Silt Mixtures: clayey silt to silty clay 44 45 0.52 aayey 16.30 aayey a.yey Clayey 10.0 aayey 6.4 0.48 41.41 21.00 12.4S 4.00 3.02 aays 59.81 0.52 aayey 12.S7 Clayey aayey Clayey 10.0 aayey 6.45 ,0.65 41.91 21.16 15.75 4.25 2.94 Silt MixturesÂ· ciayey silt to silty clay 54.61 O.S2 a.yey 16.33 aayey aayey Clayey 10.0 aayey 6.5 0.79 41.96 21.33 26.25 3.06 2.66 Silt Mixtures: clayey Slk to silty clay 38.16 0.52 aayey 28.39 aayey a.yey Clayey 10.0 a.yey 6.55 ,0.91 39.78 21.49 24.03 3.86 2.76 Silt Mixtures. clayey silt to silty clay 43.50 0.52 aayey 25.69 aayey aayey Clayey 10.0 aayey 6.6 0.86 38.05 21.65 17.11 5.15 2.97 aays 56.40 0.52 aayey 17.64 aayey aavey Clayey 10.0 aavey 6.65 0.64 36.14 21.82 9.89 6.74 3.27 aays 78.86 O.S2 aayey 9.33 aayey a.yey Clayey 10.0 Clayey 6.7 0.40 36.30 21.98 719 S.88 3.39 aays 88.99 0.52 aayey 6.21 aayey a.yey Clayey 10.0 aayey 6.75 0.21 36.30 22.15 5.99 3.75 3.38 aays 87.93 O.S2 aayey 4.81 a.yey aayey Clayey 10.0 aayey 6.8 0.16 36.11 22.31 6.09 2.81 3.30 aays 8141 o.s4 aavey 4.89 aayey aayey Clayey 10.0 aayey 6.85 0.16 36.22 22.47 5.49 3.14 3.40 aays 89.39 0.54 aayey 4.18 aayey a.yey Clayey 10.0 aayey 6.9 0.11 36.15 22.64 4.99 2.39 3.40 aays 89.66 0.54 aayey 3.60 aayey aayey Clayey 10.0 aayey 6.95 0.11 36.16 22.80 5.59 2.12 3.30 aays 81.23 O.S4 aayey 4.23 aayey aayey Clayey 10.0 aayey 7 0.22 36.17 22.97 8.69 2.6S 3.11 a.ys 66.18 0.54 aayey 7.60 aayey a.yey Clayey 10.0 aayey 7.05 0.43 36.09 23.13 11.79 3.77 3.06 aars 62.40 0.54 aavey 10.93 aayey aayey Clayey 10.0 aayey 7.1 0.57 36.27 23.29 11.29 5.23 3.17 02'fs 70.40 0.54 aayey 10.32 a.yey aayey Clayey 10.0 aayey 7.15 0.54 36.24 23.46 10.59 5.29 3.20 aays 73.04 O.S4 aayey 9.50 aayey a.yey Clayey 10.0 aayey 7.2 0.49 38.32 23.62 9.41 5.44 3.27 aays Â·78.29 0.54 aayey 8.15 aayey aayey Clayey 10.0 aayey 7.25 0.43 38.88 23.79 8.82 S. 12 3.28 aays 79.75 O.S4 aayey 7.46 aayey a.yey Clayey 10.0 aayey 7.3 0.4 39.15 23.95 812 5.19 3.33 aays 83.78 0.54 aayey 6.67 aayey aayey Clayey 10.0 aayey 7.35 0.36 39.32 24.11 722 5.29 3.40 aays 89.86 0.54 aayey S.67 a,yey aayey Clayey 10.0 Clayey 7.4 0.37 40.06 24.28 8.03 4.87 3.33 aays 83.33 0.54 aayey 6.47 Clayey aayey Clayey 10.0 aayey 7.45 0.37 40.65 24.44 12.14 3.16 3.02 a.ys 59.75 O.S4 aayey 10.73 aayey aayey Clayey 10.0 aayey 7.5 0.28 40.97 24.61 12.84 2.26 2.91 Silt Mixtures: clayey stlt to silty clay 52.71 0.54 aiyey 11.40 aayey aayey Clayey 10.0 aayey 7.55 0.32 41.42 24.77 13.65 2.42 2.90 Silt Mixtures: clayey jilt to silty clay 52.23 0.54 aayey 12.16 aayey aayey Clayey 10.0 aayey 7.6 0.28 41.83 24.93 16.45 1.75 2.74 Silt Mixtures: clayey silt to silty dly 42.85 0.54 aayey 14.99 aayey aayey Clayey 10.0 aayey 7.65 0.22 42.36 25.10 15.06 1.51 2.75 Silt Mixtures: clayey silt to silty Clay 43.23 0.54 aayey 13.47 a,yey aayey Clayey 10.0 aayey 7.7 0.21 42.53 25.26 13.66 1.59 2.81 Silt Mixtures: clayey $ilt to silty clay 46.59 O.S4 aayey 11.96 aayey aayey Clayey 10.0 aayey 7.75 0.29 42.67 25.43 1316 2.28 2.91 Silt Mixtures: clayey silt to silty Clay 52.94 0 54 aayey 11.38 aayey aayey Clayey 10.0 a.yey 7.8 0.54 42.98 25.59 16.36 3.40 2.92 Silt MixturesÂ· clayey slit to silty clay 53.45 0.54 aayey 14 56 Clayey aayey Clayey 10.0 aayey 7.85 0.96 42.98 25.75 18.16 5.42 3.01 aays 59.32 O.S4 aayey 16.30 a@yey a.yey Clayey 10.0 aayey 7.9 0.87 42.5 25.92 12.96 696 3.22 aays 74.91 054 aayey 10.99 aayey aayey Clayey 10.0 aayey 7.95 0.57 42.47 26.08 10.96 5.43 3.23 aays 75.52 0.54 aayey 8.93 aayey aayey Clayey 10.0 aayey 8 0.56 42.37 26.25 11.26 5.19 3.21 aays 73.73 0.54 aayey 9.17 a,yey aayey Clayey 10.0 aayey 8.05 0.6 42.37 26.41 13.66 4.55 3.09 aays 64.68 0.54 aayey 11.50 aayey aayey Clayey 10.0 aayey 8.1 1.05 42.45 26.57 23.06 4.6S 2.88 Silt Mixtures: clayey silt to s,Ity clay 51.06 0.54 Clayey 20.70 aayey aayey Clayey 10.0 aayey 8.15 1.37 39.95 26.74 46.13 3.00 2.50 Sand Mixtures: silly sand to sandy silt 30.85 0.54 2.79 44.00 122.63 0.36 0.7 0.7 Uquefiable 8.2 1.48 39.69 26.90 40.33 3.71 2 62 Silt Mixtures: clayey silt to silty clay 36.36 0.56 aayey 37.37 aayey aayey Clayey 10.0 aayey 8.25 1.33 40.27 27.07 34.83 3.87 2.69 Silt Mixtures: ct@yey Sllt to silly clay 39 68 0.56 aayey 31.85 aayey aayey Clayey 10.0 aayey 8.3 0.99 40.53 27.23 26.34 3.82 2.79 Silt Mixtures: clayey zilt to silty clay 45.16 0.56 aayey 23.47 aayey aayey Clayey 10.0 aayey Plate C-2 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 19.2 0.88 40.77 27.40 19.64 4.58 2.95 8.4 16 0.57 41 27.56 16.44 3.56 2.96 8.45 16.1 0.42 40.98 27.72 16.54 2.61 2.88 8.5 15.6 0.49 40.92 27.89 16.04 3.14 2.94 8.55 17.4 0.6 40.9 28.05 17.84 3.45 2.92 8.6 17.4 0.72 40.82 28.22 17.B4 4.14 2.97 8.65 18.1 0.78 40.69 28.38 18.54 4.31 2.97 8.7 13.9 0.86 40.66 28.54 14.34 6.19 3.18 8.75 15.6 0.76 40.72 28.71 16.04 4.87 3.07 8.8 15.4 0.66 40.42 28.87 15.84 4.29 3.04 8.85 15.4 0.63 40.3 29.04 15.84 4.09 3.03 8.9 16.9 0.55 40.22 29.20 17.33 3.25 293 8.95 18.2 0.47 40.02 29.36 18.63 2.58 2.84 9 17.6 0.56 40 29.53 18.03 3.18 2.91 9.05 19.9 0.81 40.07 2969 20.33 4.07 2 93 9.1 25.6 1.08 40.53 29.86 26.04 4.22 2.85 9.15 27.4 1.15 40.42 30.02 27.84 4.20 2.82 9.2 26.5 1.16 40.69 30.18 26.94 4.38 2.85 9.25 27.1 1.12 40.63 30.35 27.54 4.13 2.82 9.3 29.8 1.17 40.72 30.51 30.24 3.93 2.77 9.35 31.5 1.04 40.81 30.68 31.94 3.30 2.71 9.4 33.9 1.16 40.7 30.84 34.34 3.42 2.69 9.45 41.4 1.5 40.61 31.00 41.84 3 62 2.64 9.5 48.6 1.69 40.39 31.17 4904 3.48 2.55 9.55 41.3 1.84 40.17 31.33 41.73 4.46 2.70 9.6 45.1 1.79 39.87 31.so 45.53 3.97 2.64 9.65 35.9 1.67 38.81 31.66 36.32 4 65 2.77 9.7 38.9 1.63 38.64 31.82 39.32 4.19 2.71 9.75 51.1 1.53 38.41 31.99 51.51 2.99 2.49 9.8 45 1.61 38.06 32.15 4541 3.58 2.62 9.85 40 1.41 38.05 32.32 40.41 3.53 2.65 9.9 33.5 1.35 37.93 32.48 33.91 4.03 2.76 9.95 29.9 1.22 37.15 32.64 30.30 4.08 2.80 10 31.7 1.07 34.19 32.81 32.07 3.38 2.73 10.05 29.4 1.11 34.16 32.97 29.77 3.78 2.79 10.1 28 1.12 34.12 33.14 28.37 4.00 2.83 10.15 33.3 1.17 34.25 33.30 33.67 3.51 2.73 10.2 61.4 1.66 33.59 33.46 61.76 2.70 2.41 10.25 84.7 2.25 32.94 33.63 85.06 2.66 2.30 10.3 49.3 2.16 30.02 33.79 49.62 4.38 2.66 10.35 30.5 1.57 29.78 33.96 30.82 515 2.88 10.4 37.4 1.65 31.34 34.12 37.74 4.41 2.76 10.45 40.2 2.02 30.48 34.28 40.S3 5.02 2.78 10.5 37.5 2.35 30.38 34.45 37.83 6.27 2.87 10.55 38.4 2.15 30.15 34.61 38.73 5.60 2.83 10.6 36.3 2.35 29.98 34.78 36.62 6.47 289 10.65 2.15 29.42 34.94 40.82 5.31 2.79 aars 55.30 0.56 Clayey 16.90 aayey aayey Clayey 10.0 Clayey Ciays 55.66 0.56 aayey 13.75 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 50.48 0.56 aayey 13.78 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 54.44 0.56 a.yey 13.23 clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 53.26 0.56 aayey 14.86 aayey aayey Clayey 10.0 a,yey aays 56.58 0.56 aayey 14.79 aiyey aayey Clayey 10.0 Clayey a,Ys 56.41 0.56 aayey 15.37 aayey aayey Clayey 10.0 aayey aavs 71.39 0.56 aayey 11.37 aayey aayey Clayey 10.0 a.yey aaYS 63.08 0.56 aayey 12.89 aayey aayey Clayey 10.0 aayey aays 61.12 0.56 aayey 12.64 aayey aiyey Clayey 10.0 a,yey aays 60.38 0.56 aayey 12.58 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 53.89 0.56 aayey 13.89 aIvey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 48.39 0.56 aayey 15.01 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 52.68 0.56 aavey 14.39 a.yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 53.88 0.56 aayey 16.40 aâ€¢yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 48.64 0.56 aayey 21.46 aayey a,yey Clayey 10.0 a.yey Silt Mixtures: clayey silt to Iilty clay 47.16 0.56 aiyey 22.98 aayey aayey Clayey 10.0 a.yey Silt Mixtures: clayey silt to zilty clay 48.71 0.56 aayey 22.07 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sllty clay 47.33 0.56 Clayey 22.50 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to $ilty clay 44.56 0.56 aayey 24.79 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey sili to silty clay 40.81 0.56 aayey 26.18 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt toillty clay 4001 056 aayey 28.17 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to jilty clay 37.30 0.56 aayey 34 61 aiyey aayey Clayey 10.0 aiyey Sand Mixtures: silty sand to sandy silt 32.90 0.56 3.03 44.11 133.46 0.44 0.8 0.8 Liquefiable Silt Mixtures: clayey silt to silty clay 40.71 0.56 aayey 34.22 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 37.41 0.56 aayey 37.36 aayey Clayey Clayey 10.0 aayey Silt Mixture5: clayey silt to silty clay 44.22 0.56 aayey 29.28 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silry clay 41.05 0.56 aayey 31.72 aayey Clavey Clayey 10.0 aayey Sand Mixtures: silty sand to sandy silt 30.27 0.56 2.72 45.91 124.95 0.38 0.7 0.7 Liquefiable glt Mixtures: clayey silt to Illty clay 36.17 O.S6 aayey 36.64 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey $11, to silly clay 38.09 0.56 aayey 32.25 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 43.63 O.S6 aayey 26.62 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to filty clay 46.27 0.56 aayey 2348 aayey aayey Clayey 10.0 aavey Silt Mixtures: clayey silt to,itty clay 42.10 0.56 a.yey 24.89 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey Bilt to stlty clay 45.52 0.56 aayey 22.87 aayey aiyey Clayey 10.0 a.yey Silt Mixtures: clayey silt to jilty clay 47.63 0.56 aayey 21.61 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to slity clay 41.98 0.56 aayey 25.90 Clayey aayey Clayey 10.0 aavey Sand Mixtures: silly sand to sandy silt 26.67 0.56 2.34 54.19 126.74 0.39 0.7 0.7 L,quefiable Sand Mixtures: silly sand to sandy silt 22.52 0.56 1.95 74.61 145.36 0.53 0.9 0.9 Liquefiable Silt Mixtures: clayey silt to slity clay Silt Mixtures: clayey sm to silty clay Silt Mixtures: clayey silt to,ilry clay Silt Mixtures: clayey sit to sitty clay Silt Mixtures: clayey silt to silry clay Silt Mixtures: clayey silt to Iilty clay Silt Mixtures: clayey silt to silly clay SIt Mixtures: clayey silt to Iiltl ALBUS-KEEFE & ASSOCIATES, INC. 38.39 0.56 aiyey 38.66 aayey a.yey Clayey 10.0 aayey 50.58 O.S6 aayey 23.19 a.yey aayey Clayey 10.0 aayey 43.73 O.S6 Clayey 2869 aayey Clayey Clayey 10.0 aayey 44.59 0.56 aiyey 30.83 a.yey a.yey Clayey 10.0 aayey 50.04 0.56 aayey 28.54 aayey a.yey Clayey 10.0 aayey 47.56 0.56 aiyey 29.14 aayey aayey Clayey 10.0 aayey 51.51 0.56 aayey 27.35 Clayey Clayey Clayey 10.0 aayey 45.70 0.56 aayey 30.58 aayey aayey Clayey 10.0 Clayey 5 of 7 25.4 25.6 27 41.4 61.1 69.1 96.3 130.3 144.6 144 141.2 138.6 136.4 140.4 151.6 172 185.5 202.6 216.8 229.8 236.3 225.8 197 181.5 162.9 174.3 196 245.2 283.8 309.3 312 296.9 289.6 292.7 306.7 319.2 329.8 337.2 334.9 305 281.9 260.7 258.2 275.7 316.5 324.2 347.1 10.7 1.69 29.07 35.10 25.71 6.65 3.03 Ciays 60.56 0.56 aayey 18.48 aayey aayey Clayey 10.0 aayey 10.75 1.06 28.94 35.27 25.91 4.14 2.89 Silt Mixtures: clayey silt to silly clay 51.46 0.56 aayey 18.56 aayey aayey Clayey 10.0 aayey 10.8 1.28 28.87 35.43 27.31 4.74 2.91 Silt Mixtures: clayey silt to silty clay 52.69 0.56 aayey 19.S8 aayey aayey Clayey 10.0 Clayey 10.85 1.11 28.83 35.60 41.71 2.68 2.54 Sand Mixtures: silty land to sandy silt 32.69 0.56 3.00 35.65 106.98 0.28 0.5 0.5 Liquefiable 10.9 1.06 28.12 35.76 61.40 1.73 2.29 Sand Mixtures: silly sand to sandy silt 22.09 0.56 1.91 52.51 100.40 0.2S 0.5 0.5 Uquefiable 10.95 1.01 23.13 35.93 69.35 1.46 2.20 Sand Mixtures: silty sand to sandy silt 18.97 0.56 1.66 59.28 98.68 0.25 0.4 0.4 Liqueflable 11 1.02 22 36.09 96.54 1.06 2.00 Sands: clean to silty 12.87 0.56 1.30 82.46 106.90 0.28 0.5 0.5 LIquefiable 11.05 1.01 21.05 36.25 130.53 0.78 1.81 Sands: clean to silty 8.32 0.56 1.11 111.37 123.99 0.37 0.7 0.7 Liquefiable 11.1 1.08 20.09 36.42 144.82 0.75 1.76 Sands: clean to silty 7.36 0.56 1.08 123.37 133.37 0.44 0.8 0.8 Liquefiable 11.15 1.24 19.33 36.58 144.21 0.86 1.80 Sands: clean to slity 8.23 0.54 1.11 122.64 136.16 0.46 0.8 0.8 Liquefiable 11.2 1.14 18.93 36.75 141.40 0.81 1.79 Sands: clean to silty 8.00 0.54 1.10 120.04 132.35 0.43 0.8 0.8 LIqueliable 11.25 1.15 18.73 36.91 138.80 0.83 1.81 Sands: clean to silty 8.31 0.54 1.11 117.61 130.92 0.42 0.8 0.8 liquefiable 11.3 1.24 18.69 37.07 136.60 0.91 1.84 Sands: clean to silty 9.00 0.54 1.14 115.54 131.39 0.42 0.8 0.8 Liqueflable 11.35 1.22 18.58 37.24 140.60 0.87 1.82 Sands: clean to silty 8.52 0.54 1.12 118.71 133.00 0.43 0.8 0.8 Liquefiable 11.4 1.17 17.78 37.40 151 79 0.77 1.76 Sands: clean to silty 7.29 0.54 1.08 127.96 138.02 0.47 0.9 0.9 liquefiable 11.45 1.14 17.03 37.57 172.18 0.66 1.68 Sands: clean to silty 5.68 0.54 1.02 144.92 148 05 0.55 1.0 1.0 liquefiable 11.5 1.04 11.33 37.73 185.62 0.56 1.61 Sands: clean to silty 4.46 0.54 1.00 156.01 156.01 063 1.2 1.2 Liquefiable 11.55 1.06 4.27 37.89 202.65 0.52 1.56 Sands: clean to silty 3.69 0.54 1.00 170.10 170.10 1.00 1.9 1.9 Non-Liqueflable 11.6 1.17 1.24 38.06 216.81 0.54 1.54 Sands: clean to silty 3.47 0.54 1.00 181.70 18170 1.00 1.9 1.9 Non-liqueflable 11.65 1.42 -0.38 38.22 229.80 0.62 1.56 Sands: clean to silty 3.75 0.54 1.00 192.26 192.26 1.00 1.9 1.9 Non-Liquefiable 11.7 1.55 -1.61 38.39 236.28 0.66 1.57 Sands: clean to silly 3.88 0.54 1.00 197.35 197.35 1.00 1.9 1.9 Non-liquefiable 11.75 1.54 -3 38.55 225.77 0.68 1.60 Sands: clean to silty 4.30 0.54 1.00 188.25 188.25 1.00 1.9 1.9 Non-Liquefiable 11.8 1.79 -4 38.71 196.96 091 1.73 Sands: clean to silty 6.60 0.54 1.05 163.96 172.95 1.00 1.9 1.9 Non-liqueflable 11.85 2.41 -4.96 38.88 181.45 1.33 1.87 Sands: clean to silty 9.62 0.54 1.16 150.79 174.87 1.00 1.9 1.9 Non-Liquefiable 11.9 3.01 -6.21 39.04 162.83 1.85 2.01 Sands: clean to silty 13.10 0.54 1.31 135.11 176.65 1.00 1.9 1.9 Non-liquefiable 11.95 2.89 -6.43 39.21 174.23 1.66 1.95 Sands: clean to silty 11.67 0.54 1.24 144.32 179.13 100 1.9 1.9 Non-Liquefiable 12 1.89 -6.96 39.37 195.92 0.96 1.75 Sands: clean to silly 7.02 0.54 1.07 162.01 173.26 1.00 1.9 1.9 Non-Liqueflable 12.05 1.23 -6.73 39.53 245.13 0.50 1.49 Sands: clean to silty 2.65 0.54 1.00 202.33 202.33 1.00 1.9 1.9 Non-liquefiable 12.1 1.47 -7.07 39.70 283 72 0.52 1.45 Sands: clean to silty 2.11 0.54 1.00 233.78 233.78 1.00 1.9 1.9 Non-liquefiable 12.15 1.38 -7.44 39.86 309.22 0.45 1.38 Sands: clean to silty 1.25 0.54 1.00 254.36 254.36 1.00 1.9 1.9 Non-Liquefiable 12.2 1.57 -7.47 40.03 311.92 030 1.41 Sands: clean to silty 1.62 0.54 1.00 256.14 256.14 1.00 1.9 1.9 Non-liquefiable 12.25 1.76 -8.33 40.19 296.81 0.59 1.47 Sands: clean to silty 2.45 0.54 1.00 243.34 243.34 1.00 1.9 1.9 Non-Liquefiable 12.3 1.74 -9.08 40.35 289.50 0.60 1.48 Sands: clean to silty 2.62 0.54 1.00 236.96 236.96 1.00 1.9 1.9 Non-Liqueflable 12.35 1.61 -9.28 40.52 292.60 0.55 1.46 Sands: clean to silty 2.24 0.54 1.00 239.09 239.09 1.00 19 1.9 NonÂ·Liquefiable 12.4 1.47 -9.29 40.68 306.60 0.48 1.40 Sands: clean to silly 1.55 0.54 1.00 250.11 250.11 1.00 1.9 1.9 Non-Liquefiable 12.45 1.47 -9.66 40.85 319.10 0.46 1.38 Sands: clean to silty 126 0.54 1.00 259.87 25987 1.00 1.9 1.9 Non-Liquefiable 12.5 1.53 -9.49 41.01 329.70 0.46 1.37 Sands: clean to silly 1.17 0.54 1.00 268.06 268.06 1.00 1.9 1.9 Non-Liquefiable 12.55 1.95 -9.85 41.17 337.09 0.58 1.43 Sands: clean to silty 1.86 0.54 1.00 273.62 273.62 1.00 1.9 1.9 Non-Liquefiable 12.6 1.73 -21.26 41.34 33467 0.52 1.40 Sands: clean to silly 1.49 0.54 1.00 271.31 271.31 1.00 1.9 1.9 Non-Liquefiable 12.65 1.19 -35.51 41.50 304.62 0.39 1.35 Sands: clean to silly 0.95 054 1.00 246.68 246.68 1.00 1.9 1.9 Non-Uquefiable 12.7 0.79 -35.18 41.67 281.52 028 1.30 Gravelly sand to dense sand 0.40 0.54 1.00 227.63 227.63 1.00 1.9 1.9 Non-Liquefiable 12.75 0.66 -34.99 41.83 260.32 0.25 1.31 Gravelly sand to dense sand 049 0.54 1.00 210.17 210.17 1.00 1.9 1.9 Non-Liquefiable 12.8 0.72 -34.12 41.99 257.83 0.28 1.33 Sands: clean to silty 0.75 0.54 1.00 207.82 207.82 1.00 1.9 1.9 Non-Liquefiable 12.85 0.76 -33.37 42.16 275.34 0.28 1.31 Gravelly sand to dense sand 0.47 0.54 1.00 221.54 221.54 1.00 1.9 1.9 Non-Liquefiable 12.9 0.98 -33.17 42.32 316.14 0.31 1.28 Gravelly sandi to dense sand 0.23 0.54 100 253.92 253.92 1.00 1.9 1.9 Non-Liqueflable 12.95 1.22 -32.95 42.49 323.84 0.38 1.32 Sands: clean to silty 0.66 0.54 1.00 259.68 259.68 1.00 1.9 1.9 Non-Liquefiable 13 1.25 -32.76 42.65 34675 0.36 1.29 Gravelly sand to dense sand 0.29 0.54 1.00 277.58 277.S8 1.00 1.9 1.9 Non-Liquefiable Plate C-2 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 1.24 -32.4 42 81 350.15 0.35 1.28 Gravelly sand to dense sand 0.22 0.54 1.00 13.1 1.21 -32 42.98 340.95 0.35 1.29 Gravelly sand to dense sand 0.32 0.54 1.00 13.15 1.31 -31.62 43.14 343.46 0.38 1.31 Gravelly sand to dense sand O.So O.S4 1.00 13.2 1.24 -31.37 43.31 355.56 0.35 1.27 Gravelly sand to dense sand 0.14 0.54 1.00 13.25 1.22 -30.75 43.47 362.67 0.34 1.26 Gravelly sand to dense sand 0 0.54 1.00 13.3 1.17 -30.27 43.64 369.77 0.32 1.24 Gravelly sand to dense sand 0 O.S4 1.00 13.35 1.16 -29.58 43.80 373.48 0.31 1.23 Gravelly sand to dense sand 0 0.52 1.00 13.4 1.5 -28.4 43.96 394.29 0.38 1.26 Gravelly sand to dense sand 005 0.52 1.00 13.45 ,1.85 -27.24 44.13 394.21 0.47 1.32 Sands: clean to silty 0 66 0.52 1.00 ALBUS-KEEFE & ASSOCIATES, INC. 350.E 341.3 343.6 355.5 363 370.1 373.8 394.6 394.5 279.85 279.85 1.00 1.9 1.9 Non-Liquefiable 272.07 272.07 1.00 1.9 1.9 Non-liquefiable 273.63 273.63 1.00 1.9 1.9 Non-liquefiable 282.81 282.81 100 1.9 1.9 Non-Liquefiable 288.00 288.00 1.00 1.9 1.9 Non-liquefiable 293.17 293.17 1.00 1.9 1.9 Non-liquefiable 295.64 295.64 100 1.9 1.9 Non-Uqueflable 311.60 311.60 100 1.9 1.9 Non-Uqueflable 311.04 311.04 1.00 1.9 1.9 Non-Liqueflable 7 of 7 alent:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 3 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:Il.45 1 Soil Prof le Ground Surface Elevation: ft rhicknes Unit Wt.Bottom (Sv)bot. Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 (CPTU) 3 60 3.600 - mm (35.7) 4 60 3.600 Area: -crW (10) 5 60 3.600 Area Ratio:1 0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 83**999 :lili 11 (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimated Meas. Tip gde Dm. Pore Corr. Tip Friction SBTIndex SBT Fines Cyclic SoIl Depth FricUon, f,Pressure Depth Resist., qt Ratio k aassification Content Stress aassif.Resist., 6 (rn)(tsf)(tsO (psi) (ft) (158 Rf (%) 11 (%) Ratio Factor 0.05 4.00 0.00 0.20 0.16 4.00 0.00 2.95 aays 55.32 0.38 Clayey 0.1 24.30 0.04 0.30 0.33 24.30 0.16 1.95 Sandis: clean to silly 11.74 0.38 1.00 0.15 33.60 0.06 0.13 0.49 33.60 0.18 1.83 Sands: clean to silty 8.69 0.38 1.00 0.2 36.70 0.38 1.01 0.66 36.71 1.04 2.12 Sand Mixtures: silty sand to sandy silt 16.SO 0.38 1.50 0.25 77.80 1.28 0.90 0.82 77.81 1.65 2.01 Sands: clean to silty 13.10 0.38 1.31 0.3 113.20 2.38 1.01 0.98 113.21 210 1.98 Sands: clean to silty 12.34 0.38 1.27 0.35 102.40 2.85 1.17 1.lS 102.41 2.78 2.10 Sand Mixtures: silty sand to sandy silt 15.81 0.38 1.45 0.4 80.40 2.82 1.20 1.31 8041 3.St 2.24 Sand Mixtures: sitty sand to sandy silt 20.50 0.38 1.78 0.45 55.00 2.83 1.41 1.48 55.02 5.15 2.48 Sand Mixtures: sitty sand tosandysilt 29.67 0.38 2.65 0.5 40.80 2.40 1.39 164 40.82 5.88 2.60 Silt Mixtures: clayey Iilt to silty clay 3538 0.38 aayey 0.55 33.80 1.85 1.77 1.80 33.82 5.47 2.63 Silt Mixtures: clayey silt to silty clay 37.09 0.38 aayey 0.6 29.00 1.32 0.48 1.97 29.01 4.55 2.62 Silt Mixtures: clayey silt to silly clay 36.45 0.38 aayey 0.65 24.80 1.24 -0.37 2.13 24.80 5.00 2.70 Silt Mixtures: clayey silt to silly clay 40.41 0.38 aayey 0.7 22.90 1.27 -1.10 2.30 22.89 5.55 2.76 Silt Mixtures: clayey silt to silty clay 43.49 0.38 aayey 0.75 21.80 1.25 -0.49 2.46 21.79 5.73 2.78 Silt Mixtures: clayey silt to silty clay 44.93 0.38 aayey 0.8 21.20 1.35 -0.52 2.62 21.19 6.37 2.82 Silt Mixtures: clayey silt to silty clay 47.31 0.38 aayey 0.85 22.30 1.35 -1.45 2.79 2228 6.05 2.79 Silt Mixtures: clayey silt to silty clay 45.51 0.38 Clayey 0.9 21.30 1.33 -2.39 2.95 21.27 6.24 2 82 Silt Mixture5: clayey slit to silty clay 46.88 0.38 aayey 0.95 20.10 1.16 -3.01 3.12 20.07 5.77 2.81 SIt Mixtures: clayey sitt to silty clay 46.51 0.38 Clayey 1 17.20 0.99 -1.85 3.28 17.18 5.76 2.86 kit Mixtures: clayey silt to silty clay 49.36 0.38 aayey 1.05 15.60 0.96 -0.40 3.44 15.60 6.lS 2.91 Silt Mixtures: clayey silt to silty clay 52.52 0.38 aayey 1.1 17.40 1.10 -0.92 3.61 17.39 6.32 2.88 Silt Mixtures: clayey silt to silty clay 50.90 0.38 aayey 1.15 18.30 1.18 -1.14 3.77 18.29 6.45 2.87 Silt Mixtures: clayey silt to silty clay 5032 0.38 aim 1.2 20.40 1.19 -1.29 3.94 20.39 5.83 2.81 Silt Mixtures: clayey silt to silty clay 46.48 0.38 aayey 1.25 22.00 1.09 -0.83 4.10 21.99 4.95 2.74 Silt Mixtures: clayey silt to silly clay 42.34 0.38 aavey ALBUS-KEEFE & ASSOCIATES, INC. Uquefaction Analysis Corrected Factor of Uquefaction 4 UN for Fines CRR,.s*MSF Safety Susceptibility (qcp,)a Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 6.05 Clayey Clayey NA NA Above High GWL 36.75 36.75 0.12 NA NA Above High GWL SO.81 50.81 0.13 NA NA Above High GWL 55.50 83.08 0.19 NA NA Above High GWL 117.66 153.80 0.61 NA NA Above High GWL 171.19 217.66 1.00 NA NA Above High GWL 154.86 22S.30 1.00 NA NA Above High GWL 121.59 216.59 1.00 NA NA Above High GWL 83.18 220.82 1.00 NA NA Above High GWL 61.70 aayey aayey NA NA Above High GWL 51.12 aayey aayey NA NA Above High GWL 43.86 aayey aayey NA NA Above High GWL 37.50 aayey aayey NA NA Above High GWL 34.63 aayey aa yey NA NA Above High GWL 32.97 aayey a.yey NA NA Above High GWL 32.06 aayey aayey NA NA Above High GWL 33.72 a.yey aayey NA NA Above High GWL 32.21 aayey aayey NA NA Above High GWL 30.40 aayey aayey NA NA Above High GWL 26.01 a,yey aayey NA NA Above High GWL 23.59 aayey aayey NA NA Above High GWL 26.31 aayey a.yey NA NA Above High GWL 27.67 aiyey aayey NA NA Above High GWL 30.85 aayey aayey NA NA Above High GWL 33.27 aayey aayey NA NA Above High GWL Plate C-3 1 of 7 1.3 24.50 0.96 4.82 4.27 24.49 3.92 2.63 Silt Mixtures: clayey silt to Silty clay 36.86 0.38 aayey 37.05 Clayey aayey NA NA Above High GWL 1.35 26.10 0.94 4).78 4.43 26.09 3.60 2.59 Sand Mixtures: silty sand to sandy silt 34.63 0.38 3.24 3947 127.75 0.40 NA NA Above High GWL 1.4 25.20 1.02 -0.60 4.59 25.19 4.05 2.63 S,lt Mixtures: clayey silt to silty clay 36,91 0.38 aayev 38.11 aayey aayey NA NA Above High GWL 1.45 25.30 1.00 -0.70 4.76 2S.29 3.9S 2.62 Silt Mixtures: clayey R to silly clay 36.50 0.38 aayey 38.26 aayey a.yey NA NA Above High GWL 1.5 26.70 1.03 -0.77 4.92 26.69 3.86 2.60 Sand Mixtures: silty land to sandy silt 35.30 0.36 3.32 40.38 134.05 0.44 NA NA Above High GWL 1.55 28.00 1.18 -0.65 5.09 27.99 4.21 2.61 Sitt Mixtures: clayey sitt to silty clay 35.90 0.36 0@yey 42.34 aayey aayey NA NA Above High GWL 1.6 25.10 1.47 -0.76 5.25 25.09 5.86 2.75 Silt Mixtures: cliyey silt to,ilty clay 43.01 0.36 aayey 37.96 aayey Clayey NA NA Above High GWL 1.65 25.10 1.51 -0.33 5.41 25.10 6.02 2.76 SIt Mixtures: clayey silt to sitty clay 43.49 0.36 Ciayey 37.96 aayey Clayey NA NA Above High GWL 1.7 25.90 1.48 0.03 5.58 25.90 5.71 2.73 Silt Mixtures: clayey silt to silly clay 42.08 0.36 aayey 39.17 aayey aayey NA NA Above High GWL 1.75 26.30 1.40 0.20 5.74 26.30 5.32 2.70 Silt Mixtures: clayey silt to silty clay 40.63 0.36 aayey 39.77 aayey aayey NA NA Above HIRh GWL 1.8 26.80 1.33 0.61 591 26.81 4.96 2.68 Sit Mixtures: clavey silt to Slity clay 39.18 0.36 aayey 40.53 aavey aayey NA NA Above High GWL 1.85 28.20 1.33 0.84 6.07 28.21 4.72 2.64 Sllt Mixtures: clayey silt to silty clay 3757 0.36 aayey 42.65 Clayey aayey NA NA Above High GWL 1.9 29.90 1.42 1.09 6.23 29.91 4.75 2.63 Silt Mixtures: clayey silt to .Ity clay 36.79 0.36 aayey 45.22 aayey aayey NA NA Above High GWL 1.95 34.70 1.70 1.27 6.40 34.71 4.90 2.59 Sand Mixtures: sitty sand to $andy ;ilt 35.07 0.36 3.29 52.48 172.71 1.00 NA NA Above High GWL 2 43.90 1.99 1.50 6.56 43.92 4.53 2.SO Sand Mixtures: silty sand to $andy silt 30.69 0.36 2.77 66.39 183.87 1.00 NA NA Above High GWL 2.05 42.20 1.94 -0.29 6.73 42.20 460 2.52 Sand Mixtures: silty sand to sandy silt 31.42 0.36 2.85 63.82 182.03 1.00 NA NA Above High GWL 2.1 29.40 1.59 -2.23 6.89 29.38 5.41 2.68 Silt Mixtures: clayey silt to $,Ity clay 39.16 0.36 aayey 44 46 aayey aayey NA NA Above High GWL 2.15 18.80 1.16 -1.95 7.05 18.78 6.17 2.73 Silt Mixtures: clayey silt to slity clay 41.92 0.36 aayey 43.42 aayey Clayey NA NA Above High GWL 2.2 15.20 0.94 -1.21 7.22 15.19 6.18 2.80 Silt Mixtures: clayey silt to Silly clay 46.09 0.36 aayey 34.10 aayey aayey NA NA Above Hilh GWL 2.25 15.20 0.86 -0.61 7.38 15.19 5.66 2.78 Silt Mixtures: clayey silt to silty clay 44.91 0.36 aayey 33.32 aayey Clayey NA NA Above High GWL 2.3 15.90 0.87 -0.18 7.55 15.90 S.47 2 76 Sit Mitures: clayey silt to silty clay 43.91 0.36 aayey 34.12 aayey aayey NA NA Above High GWL 2.35 15.80 0.92 1.20 7.71 15.81 5.82 2.79 Silt Mirtures: clayey silt to silty clay 45.51 0.36 aayey 33.15 aayey aayey NA NA Above High GWL 2.4 15.10 0.91 1.56 7.87 15.12 6.03 2.82 Silt Mixtures: clayey silt to silty clay 47.37 0.36 aayey 30.96 aayey aayey NA NA Above High GWL 2.45 15.60 0.75 1.71 8.04 15.62 4.81 2.75 Silt Mixtures: clayey silt to silty clay 43.15 0.36 Clayey 31.42 aayey aayey Clayey 10.0 aayey 2.5 18.10 0.87 1.51 8.20 18.12 4 81 2.70 Silt Mixtures: clayey silt to silty clay 40.69 0.38 aiyey 36.24 aayey aayey Clayey 10.0 aayey 2.55 18.90 0.99 4.28 8.37 18.95 5.24 2.72 Sill Mixtures: clayey silt to silty clay 41.55 0.38 aayey 37.51 a,yey aayey Clayey 10.0 a,yey 2.6 18.40 0.96 4.80 8.53 18.45 5.22 2.73 Silt Mixtures: clayey silt to silty clay 42.12 0.38 aayey 36.12 aayey a,yey Clayey 10.0 aayey 2.65 20.70 0.96 5.12 8.69 20.76 4.64 2.66 Silt Mixtures: clayey silt to dir, clay 38.36 0.38 aayey 40.36 aayey aayey Clayey 10.0 aayey 2.7 23.50 1.08 5.62 8.86 23.56 4.60 2.62 S,lt Mixtures: clayey silt to silty clay 36.34 0.38 aayey 45.51 aayey aayey Clayey 10.0 a.yey 2.75 26.10 1.36 5.92 9.02 26.16 5.21 2.63 S.It Mixtures: clavey silt to siltÂ¥ clay 36.85 0.38 aayey 50.17 aayey Clayey Clayey 10.0 aayey 2.8 27.40 1.54 6.22 9.19 27.47 5.62 2.64 Silt Mixtures: clayey sllt to silty clay 37.49 0.40 aayey 52.22 aayey aayey Clayey 10.0 aayey 2.85 25.30 1.49 6.44 9.35 25.37 589 2.69 Silt Mixtures: clayey silt to $;Ity clay 39.66 0.40 Clavey 47.68 aayey aayey Clayey 10.0 aayey 2.9 25.40 1.26 6.22 9.51 25.47 4.96 2.63 Silt Mixtures: clayey silt to silty clay 36.93 0.40 aayey 47.42 aayey aayey Clayey 10.0 Clayey 2.95 21.00 1.08 3.43 9.68 2104 5.14 2.71 Silt Mixtures: clayey silt to slity clay 40.77 0.40 Clayey 38.65 aayey aayey Clayey 10.0 aayey 3 13.80 0.87 3.30 9.84 13.84 6.30 2.91 Silt Mixture$: cl@yey silt to silty clay 52.59 0.40 aayey 24.78 aayey aayey Clayey 10.0 aayey 3.05 12.70 0.78 3.02 10.01 12.73 6.14 2.93 Silt Mixtures: clayey silt to silty Clay 54.09 0.40 aayey 22.SO aayey aayey Clayey 10.0 aayey 3.1 12.20 0.72 3.51 10.17 12.24 5.90 2.94 Silt Mixtures: clayey silt to silty clay 54.43 0.42 aaye,21.36 aayey aayey Clayey 10.0 aayey 3.15 11.80 0.67 3.66 10.33 11.84 5.68 2.94 Silt Mixtures: clayey silt to silly clay 54.66 0.42 aayey 20.43 aayey aiyey Clayey 10.0 aayey 3.2 12.10 0.65 3.78 10.SO 12.14 5.37 2.92 Silt Mixtures: clayey silt to silty clay 53.26 0.42 aayey 20.78 aayey aayey Clayey 10.0 aayey 3.25 12.00 0.71 3.71 10.66 12.04 S.92 2.95 aars 55.48 0.42 aayey 2041 aayey aiyey Clayey 10.0 aayey 55.29 0.42 aayey 19.86 aayey aayey Clayey 10.0 aayey 57.24 0.42 aayey 18.44 aayey aayey Clayey 10.0 Clayey 3.3 11.80 0.67 3.85 10.83 11.84 5.68 2.95 aays 1.35 11.10 0.64 3.85 10.99 11.14 5.77 2.98 aays 3.4 10.90 0.56 4.01 11.15 10.94 5.14 2.96 aays .45 10.00 0.63 9.38 11.32 10.10 6.30 3.05 aays 3.5 10.40 0.65 12.20 11.48 10.53 6.25 304 a@Ys 3.55 9.00 0.46 12.57 11.65 9.14 5.11 3.04 aays 3.6 0.36 12.99 11.81 8.24 4.44 3.04 aays ALBUS-KEEFE & ASSOCIATES, INC. S5.68 0.42 aayey 17.92 aayey a.yey Clayey 10.0 aayey 62.03 0.42 aayey 16.19 a.yey aayey Clayey 10.0 aayey 61.10 0.44 aim 16.73 aayey aayey Clayey 10.0 Clayey 61.08 0.44 Clayey 14.19 aayey a.yey Clayey 10.0 aayey 61.49 0.44 aiyey 12.53 aayey Clayey Clayey 10.0 aayey te C-3 2 of 7 7.80 48.50 91.00 108.70 3.65 0.35 13.27 11.98 7.94 4.49 3.07 aays 62.97 0.44 aayey 11.91 aayey aayey Clayey 10.0 Clayey 3.7 7.80 0.36 13.80 12.14 7.95 4.62 3.08 aays 63.77 0.44 aayey 11.80 aayey aayey Clayey 10.0 aayey 3.75 7.50 0.33 14.25 12.30 765 4.40 3.08 aays 64.23 0.44 aayey 11.20 aayey aayey Clayey 10.0 aayey 3.8 6.90 0.31 14.43 12.47 7.06 4.49 3.13 aays 67 40 0.44 aayey 10.11 aayey aayey Clayey 10.0 aayey 3.85 6.90 0.31 14.71 12.63 7.06 4.49 3.13 aays 67.67 0.44 aayey 10.01 aayey aayey Clayey 10.0 aayey 3.9 7.50 0.31 15.42 12.80 7.67 4.13 308 aays 63.79 0.44 Clayey 10.89 a.yey aayey Clayey 10.0 aayey 3.95 7.80 0.32 15.73 12 96 7.97 4.10 3.06 aays 62.76 0.46 aayey 11.28 aayey aayey Clayey 10.0 aayey 4 7.30 0.33 16.14 13.12 7.47 4.52 3.12 aays 66.84 0.46 aayey 10.38 aayey aayey Clayey 10.0 aayey 4.05 7.00 0.28 16.67 13.29 7.18 4.00 3.11 a.vs 66.02 0.46 aayey 9.81 aayey aayey Clayey 10.0 aayey 4.1 6.50 0.28 17.07 13.4S 6.68 4.31 3.16 aays 70.09 0.46 aayey 8.94 aayey aiyey Clayey 10.0 a.yey 4.15 7.00 0.30 17.40 13.62 7.19 4.29 3.13 aays 67.87 0.46 a,yey 9.64 aayey aayey Clayey 10.0 aayey 4.2 7.40 0.33 18.37 13.78 7.60 4.46 3.12 aaYS 67.17 0.46 aayey 10.17 Clayey aavey Clayey 10.0 aayey 4.25 7.00 0.32 19.14 13.94 7.21 4.57 3.16 aays 69.68 0.46 aayey 947 a,yey aayey Clayey 10.0 aayey 4.3 6.80 0.07 19.95 14.11 7.02 1.03 2.82 kit Mixtures: ctiyey sllt to silty clay 47.40 0.46 Clayey 9.08 Clayey aayey Clayey 10.0 aayey 4.35 7.70 0.36 20.97 14.27 7.93 4.68 3.13 aays 67.63 0.46 aiyey 10.36 aayey aiyey Clayey 10.0 aayey 4.4 10.00 0.41 45.92 14.44 10.50 4.10 2.99 aays 57.87 0.46 aayey 13.73 aayey aayey Clayey 10.0 aayey 4.45 9.50 0.41 49.38 14.60 10.03 4.32 3.03 aays 6041 0.48 aayey 12.87 a,yey aayey Clayey 10.0 aayey 4.5 9.20 0.42 50.72 14.76 9.75 4.57 3.06 aaYS 62.59 0.48 aayey 12.32 aayey aayey Clayey 10.0 aayey 4.55 8.70 0.40 51.59 14.93 9.26 4.60 3.09 aays 64.56 0.48 aIvey 11.49 aayey a.yey Clayey 10.0 aayey 4.6 7.70 0.39 52.29 15.09 8.26 5.06 3.17 aays 70.48 0.48 a.yey 9.93 aayey aayey Clayey 10.0 aayey 4.65 8.50 0.35 52.68 15.26 9.07 4.12 3.07 aays 63.57 0.48 a.yey 1101 aayey aayey Clayey 10.0 aayey 4.7 8.60 0.34 52.79 15.42 9.17 3.95 3.06 aa'Is 62.69 0.48 aayey 11.06 aayey aayey Clayey 10.0 aiyey 4.75 9.00 0.35 53.42 15.58 9.58 3.89 3.04 aayS 61.27 0.48 aayey 11.55 O@yey aayey Clayey 10.0 a.yey 4.8 9.20 0.34 54.16 15.75 9 78 3.70 3.02 aays 59.93 0.48 aayey 11.74 aiyey aayey Clayey 10.0 aayey 4.85 10.60 0.41 54.39 15.91 11.19 3.87 2.98 aays 57.05 0.48 aayey 13.63 aayey aayey Clayey 10.0 aavey 4.9 11.50 0.46 54.91 16.08 12.09 4.00 2.96 aays 55.71 0.48 Ciayey 14.78 Clayey aayey Clayey 10.0 Clayey 4.95 12.00 0.51 55.53 16.24 12.60 425 2.96 aays 55.89 0.48 Ciayey 15.37 aayey aayey Clayey 10.0 Clayey 5 11.60 0.49 56.10 16.40 12.21 4.22 2.98 aars 56.84 0.48 aayey 14.70 aayey aayey Clayey 10.0 Clayey 5.05 11.50 0.49 56.45 16.57 12.11 4.26 2.98 a@YS 57.40 0.50 a.yey 14.46 Clayey aayey Clayey 10.0 aayey 5.1 11.50 0.48 56.94 16.73 12.11 4.17 2.98 aays 57.21 O.So 0@yey 14.35 aayey aayey Clayey 10.0 aayey 5.15 11.50 0.50 57.24 16.90 12.12 4.35 2.99 aaYS 58.14 0.50 aayey 14.24 aayey aavey Clayey 10.0 aayey 5.2 9.90 0.48 57.63 17.06 10.52 4.85 3.09 aays 64.59 0.50 aiyey 11.98 aayey aayey Clayey 10.0 aayey 5.25 8.40 0.23 58.03 17.22 9.03 2.74 3.01 aays 59.23 0.50 aayey 9.88 aayey aayey Clayey 10.0 aayey 5.3 7.90 0.26 58.40 17.39 8.53 3.29 3.09 aays 64.57 0.50 aayey 9.14 aayey aayey Clayey 10.0 aayey 5.35 8.00 0.29 62.30 17.55 8.67 3.63 3.11 aays 66.17 0.50 aiyey 9 20 aayey aayey Clayey 10.0 aavey 5.4 8.00 0.31 62.82 17.72 8.68 3.88 3.13 aays 67.66 0.50 Clayey 9.13 aayey aayey Clayey 10.0 aayey 5.45 8.40 0.36 63.20 17.88 9.08 4.29 3.14 aays 68.26 O.So aayey 9.S8 aayey a.yey Clayey 10.0 aayey 5.5 8.10 0.34 63.81 1804 8.79 4.20 3.15 aays 69.26 O.So aavey 9.12 aayey a,yey Clayey 10.0 aavey 5.55 7.30 0.31 63.74 18.21 7.99 4.25 3.20 aays 73.29 O.So aayey 8.02 aayey Clayey Clayey 10.0 aiyey 5.6 7.20 0.25 64.23 18.37 7.89 3.47 3.16 aays 70.05 O.So aayey 7.83 aayey Clayey Clayey 10.0 aiyey 5.65 7.00 0.12 64.33 18.54 7.69 1.71 3.01 a.ys 59 25 O.So aayey 7.52 Clayey 10.0 aayeya,yey aayey 5.7 6.50 0.11 64.68 18.70 7.20 1.69 3.05 aays 61.79 O.so a.yey 6.82 a.yey aayey Clayey 10.0 a,Yey 5.75 7.90 0.26 65.12 18.86 8.60 3 29 3.11 aavs 66.55 0.50 aavey 8.54 aavey aayey Clayey 10.0 aavey 5.8 12.60 0.47 65.68 19.03 13.31 3.73 2.95 aays 55.24 0.52 aayey 14.37 aayey aayey Clayey 10.0 aayey 5.85 0.71 66.33 19.19 49.22 1.46 2.24 Sand Mixtures: silty sand to sandy sitt 20.28 0.52 1.76 52.64 92.84 0.22 0.4 0.4 Liquefiable 5.9 0.77 59.75 19.36 91.65 0.85 1.87 Sands: cle@n to silty 9.76 0.52 1.16 98.48 114.71 032 0.6 0.6 liquefiable 5.95 0.54 56.84 19.52 109.31 0.50 168 Sands: clean to silty 5.68 0.52 1.02 117.29 119.84 0.35 0.7 0.7 liquefiable Plate C-3 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 97.40 0.37 56.49 19.69 98.01 0.38 1.66 Sands: clean to silty 5.35 032 1.00 104.79 104.79 0.27 0.5 0.5 liquefiable 6.05 74.30 0.38 61.34 19.85 74.96 0.51 1.83 Sands: clean to silly 8.70 0.52 1.13 79.71 89.79 0.21 0.4 0.4 Uquefiable 6.1 43.40 0.47 64.47 20.01 44.10 1.08 2.20 Sand Mixtures: silty sand to sandy silt 19.12 0.52 1.68 46.43 77.81 0.18 0.3 0.3 Uquefiable 6.15 18.10 0.44 65.49 20.18 18.81 2.43 2.71 Silt Mixtures: clayey silt to silty clay 41.04 0.52 aayey 20.33 aayey aayey 6.2 10.30 0.26 65.74 20.34 11.01 2.52 2.96 aan 55.54 0.52 aIvey 10.87 Clayey aayey 6.25 8.10 0.14 66.31 20.51 8.82 1.73 2.98 aars 57.13 0.52 aayey 8.18 aayey aayey 6.3 5.80 0.07 67.02 20.67 6.52 1.21 3.08 aays 63.88 0.52 Clayey 5.40 a.yey aayey 6.35 4.80 0.10 67.23 20.83 5.53 2.08 3.30 aays 81.25 0.52 aayey 4.18 aavey aayey 6.4 4.40 0.14 67.14 21.00 5.13 3.18 3.45 aays 94.62 O.S2 Clayey 3.68 aayey aayey 6.45 4.50 0.15 67.17 21.16 5.23 3.33 3.46 aays 94.74 0.52 aayey 3.76 aayey aayey 6.5 6.10 0.19 67.45 21.33 6 83 3.11 3.27 aays 78.84 0.52 aayey 5.58 aayey aayey 6.55 8.60 0.27 67.85 21.49 9.33 3.14 3.11 aays 66.19 0.52 aayey 8.42 aayey aayey 6.6 9.60 0.36 67.45 21.65 10.33 3.75 3.11 aars 66.05 0.52 aayey 9.51 aayey aayey 6.65 10.10 0.44 67.51 21.82 10.83 4.36 3.13 aays 67.50 0.52 a.yey 10.01 aavey aayey 6.7 10.60 0.49 67.40 21.98 11.33 4 62 3.13 aays 67.33 0.52 0@yey 1051 Clayey aayey 6.75 11.40 0.51 67.19 22.15 12.13 4.47 3.09 aays 6461 0.52 aayey 11.35 aayey aayey 6.8 11.50 0.46 67.29 22.31 12.23 4.00 3.06 aays 62.39 O.S4 aayey 11.39 aayey aayey 6.85 13.00 0.48 67.24 22.47 13.73 3.69 2.99 aays 57.58 0.54 aayey 12.99 aayey aayey 6.9 13.20 0.61 67.14 22.64 13.93 4.62 3.04 aays 61.46 0.54 aayey 13.13 aavey aayey 6.95 12.60 0.64 67.11 22.80 13.32 5.08 3.09 aays 64.81 0.54 aayey 12.39 aayey aiyey 7 13.00 0.61 66.84 22.97 13.72 4.69 3 06 airs 62.50 0.54 aayey 12.76 aiye,aayey 7.05 11.00 0.64 66.28 23.13 11.72 582 3.19 aays 72.18 0.54 aayey 10.SO aayey aayey 7.1 11.10 0.58 66.21 23.29 11.82 523 3.16 aars 69.79 0.54 aIyey 10.S4 aayey aayey 7.15 15.20 0.71 66.04 23.46 15.91 4 67 3.00 aays 58.55 0.54 aayey 14.91 aayey aayey 7.2 17.4 0.77 66.72 23.62 18.12 4.43 2.94 Silt Mixtures: clayey silt tolitty clay 54.22 0.54 aayey 17.19 Clayey a.yey 7.25 16.4 0.71 66.66 23.79 17.12 4.33 2.95 aaYS 55.44 0.54 a.yey 16.02 aayey aayey 7.3 14.8 0.58 67.14 23.95 15.53 3.92 2.97 aaYS 56.46 0.54 a.yey 14.23 aayey aayey 7.35 14.6 0.55 67.24 24.11 15.33 3.77 2.97 aays 56.26 0.54 aayey 13.93 Clayey Clayey 7.4 16.3 0.58 67.06 24 28 17.02 3.56 2.91 Sit Mixtures: clayey silt to silly clay 52.55 0.54 aayey 15.64 a@YeÂ¥aayey 7.45 17.6 0.63 67.55 24.44 18 33 3 S8 2.88 Silt Mixtures: clayey silt to silty clay SO.89 0.54 aayey 16.92 aayey Clayey 7.5 16.1 0.6 67.65 24.61 16.83 3.73 2.93 Silt Mixtures: clayey silt to lilty clay 53.93 0.54 aayey 15.26 aayey aayey 7.55 14.3 0.54 67.5 24.77 15.03 3.78 2.98 aays 57.44 O.S4 aayey 13.31 aayey aayey 7.6 14.4 0.59 67.68 24.93 15.13 4.10 3.01 airs S8.87 0.54 aayey 13.33 aayey aayey 7.65 12.5 0.58 67.2 25.10 13.23 4.64 3.10 aays 65.51 0.54 aayey 11.31 aayey Clayey 7.7 10.2 0.46 67.54 25.26 10.93 4.51 3.18 aays 71.73 0.54 aayey 8.89 aayey aayey 7.75 9.4 0.3 67.45 25.43 10.13 3.19 3.13 a,YS 68.03 0.54 aayey 8.02 aIvey aayey 7.8 9.8 0.27 67.48 25.59 10.53 2.76 3.08 aays 64.13 0.54 aayey 8.38 aayey aayey 7.85 9.3 0.26 67.85 25.75 10.03 2.80 3.11 aays 66.36 0.54 aiyey 7.82 aayey aayey 7.9 9.5 0.22 68.08 25.92 10.24 2.32 3.06 aays 62.57 0.54 aayey 7.98 aayey aayey 7.95 9.6 0.33 67.96 26.08 10.33 344 3.15 aays 69.41 0.54 a.yey 8.03 aayey aayey 8 14.9 0.63 68.44 26.25 15.64 4.23 3.02 aays S9.63 0.54 aayey 13.25 aayey aayey 8.05 14.5 0.58 68.32 26.41 15.24 400 3.02 aays 59.Sl 0.54 aayey 12.78 aayey aayey 8.1 15.7 0.81 68.1 26.57 16.44 5.16 3.05 aays 62.26 0.54 aayey 13.90 a.yey abey 8.15 19.4 0.77 70.58 26.74 20.16 3.97 2.90 Silt Mixtures: clayey silt to silty clay 52.00 0.54 aayey 17.45 aayey aayey 8.2 17.9 0.94 70.74 26.90 18.66 5.25 3.01 aays 59.30 0.56 aayey 15.90 aayey aayey 8.25 13.1 0.74 70.87 27.07 13.87 5.65 3.16 aavs 8.3 0.51 71.66 27.23 12.27 4.43 3.15 aavs 69.95 0.56 aayey 11.15 aayey 69.38 0.56 Clayey 9.54 aayey aayey aayey ALBUS-KEEFE & ASSOCIATES, INC. Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aiyey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 Clayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aiyey Clayey 10.0 aayey Clayey 10.0 a.yey Clayey 10.0 aiyey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 a.yey Clayey 10.0 aayey Clayey 10.0 Clayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aavey Clayey 10.0 aayey Clayey 10.0 All, a,yey 4 of 7 10.9 8.5 6.3 6.2 10.4 18.2 22.1 24.7 25.6 25.9 24.6 24.3 23 22.5 20.4 16.4 14.4 15.2 16 22 31 31.3 30.8 33.2 34.5 32.5 31 31.2 37.4 50.9 57.5 58 51.7 46.5 40.5 41.4 44.3 43 41 36.2 32 27.6 25.6 26 57.5 100.4 55.6 8.35 0.37 71.73 27.40 11.67 3.39 3.11 aays 66.17 0.56 Clayey 8.91 aayev Clayey Clayey 10.0 a,yey 8.4 0.29 71.7 27.56 9.27 3.41 3.23 aays 75.S6 0.56 aayey 6.56 aayey aayey Clayey 10.0 Clayey 8.45 0.21 71.56 27.72 707 3.33 3.39 aays 88.85 0.56 aayey 4.42 aayey aayey Clayey 10.0 aayey 8.5 0.17 71.74 27.89 6.97 2.74 3.36 aaYs 85.88 0.56 aayey 4.30 aayey aayey Clayey 10.0 aayey 8.55 0.28 72.06 28 05 11.18 2.69 3.08 aays 64.24 0.56 aayey 8.24 a,yey a.yey Clayey 10.0 aayey 8.6 0.6 71.98 28.22 18.98 3.30 2 89 Silt Mixtures: clayey silt to silty clay 51.48 0.56 a.yey 15.54 aayey aayey Clayey 10.0 aayey 8.65 1.01 71.99 28.38 22.88 4.57 2.91 Silt Mixtures: clayey silt to sllty clay 52.49 0.56 aavey 19.12 aayey aayey Clayey 10.0 aayey 8.7 1.35 71.96 28.54 25.48 5.47 2.92 SIU Mixtures: clayey silt to Slity clay 53.28 0.56 aayey 21.4S aiyey aayey Clayey 10.0 aayey 8.75 1.44 71.96 28.71 26.38 5 63 2.92 Silt Mixtures: clayey silt to zilty clay S3.11 0.56 aayey 22.18 aayey a.yey Clayey 10.0 aayey 8.8 1.46 71.67 28.87 26.67 5.64 2.92 Silt Mixtures: clayey silt to silly clay 52.99 0.56 aayey 22.35 aayey a.yey Clayey 10.0 aayey 8.85 1.49 71.56 29.04 25.37 6.06 2.96 aays 55.66 0.56 a.yey 21.05 aayey aayey Clayey 10.0 aayey 8.9 1.43 70.97 29.20 25.07 5.88 2.95 aays 55.50 0.56 aiyey 20.68 aayey Clayey Clayey 10.0 Clayey 8.95 1.39 71.01 29.36 2377 604 2.98 Oays 57.45 0.56 aayey 19.39 Clayey aayey Clayey 10.0 aayey 9 1.22 70.6 29.53 23.26 5.42 2.96 aays 56.00 0.56 aavey 18.84 aayey a.yey Clayey 10.0 a,yey 9.05 1.02 68.67 29.69 21.14 soo 2.98 aays 5702 0.56 aayey 16.85 aayey a.yey Clayey 10.0 aayey 9.1 0.97 68.08 29.86 17.14 5.91 3.11 aays 66.48 0.56 aayey 13.17 aayey aayey Clayey 10.0 aayey 9.15 0.86 67.8 30 02 15.13 5.97 3.17 aays 70.81 0.56 aayey 11.31 aayey a.yey Clayey 10.0 aayey 9.2 0.59 68.05 30 18 15.93 3.88 3.03 aars 60.71 0.56 aayey 11.97 aayey aayey Clayey 10.0 a@Yey 9.25 0.4 67.98 30.35 16.73 2.50 2.90 Silt Mixtures: clayey silt to silly clay 51.91 0.56 aayey 12.62 aayey aayey Clayey 10.0 aayev 9.3 0.5 67.94 30.51 22.73 2.27 2.74 Silt Mixtures: clayey silt to silty Clay 42.78 0.56 aim 17.88 aayey aayey Clayey 10.0 aayey 9.35 0.8 68.15 30.68 31.74 2.58 2.64 Silt Mixtures: clayey silt to silly clay 37.55 0.56 aayey 25.74 aayey aayey Clayey 10.0 aayey 9.4 1.04 68.25 30.84 32.04 3.32 2.71 Silt Mixtures: clayey silt to silty clay 41.11 0.56 aayey 25 88 a@Yey aayey Clayey 10.0 aayey 9.45 1.28 68 31.00 31.53 4.16 2.78 Silt Mixtures: clayey silt to silty clay 45.08 0.56 aayey 25.33 aayey aayey Clayey 10.0 Clayey 9.5 1.3 68.05 31.17 33.93 392 2.74 Silt Mixtures: clayey silt to silty Clay 42.68 0.56 aayey 27.31 Clayey aayey Clayey 10.0 aayey 9.55 1.36 68.25 31.33 35 24 3.94 2.73 Silt Mixtures: clayey silt to silty clay 42.12 0.56 aayey 28.32 aayey aayey Clayey 10.0 aiyey 9.6 1.26 68.29 31.50 33.24 3.88 2.75 S,It Mixtures: clayey silt to silty clay 43.11 0.56 aayey 26.46 Clayey aayey Clayey 10.0 a.yey 9.65 1.08 68.23 31.66 31.74 3.48 2.74 Sit Mixtures: clayey silt to silty clay 42.46 036 aayey 25.06 aayey aayey Clayey 10.0 aayey 9.7 0.92 68.4 31.82 31.94 2.95 2.69 Silt Mixtures: clayey silt to silty clay 39.90 0.56 aayey 25.12 aayey aiyey Clayey 10.0 aayey 9.75 1.22 68.4 31.99 38.14 3.26 2 65 Silt MixturesÂ· clayey silt to silty clay 3801 0.56 aayey 30.30 aayey a.yey Clayey 10.0 Clayey 9.8 2.21 68.48 32.15 51.64 4.34 2.63 Silt MixturesÂ· clayey silt to silty Clay 37.03 0.56 Clayey 41.66 aayey aiyey Clayey 10.0 aayey 9.85 3.07 68.25 32.32 58.24 5.34 2.66 Silt Mixtures: clayey silt to silly clay 38.41 0.56 aayey 47.07 aayey aavey Clayey 10.0 aayey 9.9 3.44 68.14 32.48 58.74 5.93 2.69 Silt Mixtures: clayey Iilt to silty clay 40.11 0.56 a.yey 47.30 aayey aiyey Clayey 10.0 aayey 9.95 3.14 67.37 32.64 S2.43 6.07 2.74 Silt Mixtures: clayey silt to silly clay 42.53 0.56 a.yey 41.81 aayey aayey Clayey 10.0 aayey 10 2.95 62.37 32.81 47.17 6.34 2.79 Silt Mixtures: clayey silt to silly clay 45.28 0.56 aayey 37.28 aayey aayey Clayey 10.0 aayey 10.05 2.64 61.78 32.97 41.17 6.52 2.84 Silt Mixtures: clayey silt to slity clay 48.50 0.56 aayey 32.12 aayey aayey Clayey 10.0 Clayey 10.1 2.53 61.77 33.14 42.07 6.11 2.82 Silt Mixtures: clayey silt to silly clay 46.95 0.56 a.yey 32.74 aayey aayey Clayey 10.0 aayey 10.15 2.66 61.75 33.30 44.97 6.00 2.79 Silt Mixtures: clayey silt to silty clay 45.41 0.56 aayey 35.00 aayey aiyey Clayey 10.0 aayey 10.2 2.46 61.42 33.46 43.66 5.72 2.79 Silt Mixtures: clayey silt to sitty clay 45.19 0.56 aayey 33.78 aayey aayey Clayey 10.0 aayey 10.25 2.37 61.25 33.63 41.66 5.78 2.81 Silt Mixtures: clayey silt to silty clay 46.37 056 aiyey 32.00 aayey aayey Clayey 10.0 aiyey 10.3 2.16 60.82 33.79 36.86 5.97 2.86 Silt MixturesÂ· clayey silt tosilty clay 49.53 0 56 aayey 27.95 aayey aayey Clayey 10.0 aayey 10.35 1.88 59.79 33.96 32.65 5.88 2.90 Sill Mixtures: clayey silt to silty clay 51.97 0.56 aayey 24.41 Clayey aayey Clayey 10.0 a,yey 10.4 1.72 58.81 34.12 28.24 6.23 2.97 aays 5660 0.56 aiyey 20.74 aayey aavey Clayey 10.0 aayey 10.45 1.6 58.17 34.28 26.23 6.25 3.00 aays 58.60 0.56 aiyey 19.03 aayey aavey Clayey 10.0 a,yey 10.5 1.4 57.34 34.45 26.62 5.38 2.95 aays 55.40 0.56 aayey 19.27 aayey aayey Clayey 10.0 aayey 10.55 2.22 53.98 34.61 58 08 3.86 2.54 Sand Mixtures: silty sandi to sandy silt 32.55 0.56 2.98 50.07 149.42 0.57 1.0 1.0 Liquefiable 10.6 2.11 43.38 34.78 100.87 2.10 2.18 Sand Mixtures: silty sand to sandy silt 18.28 0.56 1.62 87.26 141.00 0.49 0.9 0.9 Uquefiable 10.65 1.97 44.43 34.94 56 08 3.54 2.53 Sand Mixtures: silty sand to sandy silt 31.87 0.56 2.90 48.23 140.12 0.49 0.9 0.9 liquefiable Plate C-3 ALBUS-KEEFE & ASSOCIATES, INC.5 of 7 10.7 113.2 2.42 39.15 35.10 113.62 2.14 2.15 Sand Mixtures: silty sand to sandy silt 17.30 0 56 1.55 98.02 151.81 039 1.0 1.0 LIquefiable 10.75 106.4 3.19 34.9 35.27 106.78 3.00 2 28 Sandi Mixtures: silty sand to sandy silt 21.63 0.56 187 91.96 172.22 1.00 1.8 1.8 Non-liquefiable 10.8 72.7 2.99 35.44 35.43 73.08 4.11 2.49 Sand Mixtures: silty sand to sandy silt 30.32 0.56 2.73 62.72 171.05 1.00 1.8 1.8 Non-Liquefiable 10.85 55.7 1.61 29.17 35.60 56.02 2.89 2.47 Sand Mixtures: silty sand to sandy slit 29.21 0.56 2.61 47.96 124.94 0.38 0.7 0.7 Liquellable 10.9 236.2 3.5 24 35.76 236.46 1.48 1.82 Sands: clean to silly 8.46 0.56 1.12 203.01 227.01 1.00 1.8 1.8 Non-Uquefiable 10.95 191.2 4.42 12.32 35.93 191.33 2.31 2.02 Sands: clean to silty 13.63 0.56 1.33 164.03 218.77 1.00 1.8 1.8 Non-Liquefiable 11 125.2 3.82 10.89 36.09 125.32 3.05 2.24 Sand Mixtures: sllty sand to sandy silt 20.26 0.56 1.76 107.21 188.93 1.00 1.8 1.8 Non-Uquefiable 11.05 135.2 3.01 9.79 36.25 135.31 2.23 2.11 Sand Mixtures: silty sand to sandy silt 16.17 0.56 1.48 115.56 170.63 1.00 1.8 1.8 Non-Liquefiable 11.1 169.9 2.13 5.34 36.42 169.96 1.25 1.86 Sands: clean to Iilty 9.49 0.56 1.15 144.96 167.37 1.00 1.8 1.8 Non-Liquenable 11.15 89.9 2.06 2.62 36.58 89.93 2.29 2.25 Sand Mixtures: silty sand to sandy $'lt 2039 0.54 1.79 7636 136.90 0 46 0.9 0.9 Liquefiable 11.2 59.4 2.34 3.39 36.75 59.44 3.94 2.55 Sand Mixtures: silty sand to sandy ;ilt 32.74 0.54 3.01 50.so 151.82 0.59 1.1 1.1 Liqueliable 11.25 61 2.67 2.84 36.91 61.03 4.38 2.61 Silt Mixtures: clayey silt to silty clay 36.04 0.54 aiyey 44.79 aavey aayey Clayey 10.0 a,yey 11.3 71.1 2.45 2.91 37.07 71.13 3.45 2.45 Sand Mixtures: slity sand to sandy filt 28.42 0.54 2.52 60.23 151.77 0.59 1.1 1.1 Liquefiable 11.35 97.2 2.22 2.16 37.24 97.22 2.28 222 Sandi Mixtures: silty sand to grdy silt 19.78 O.S4 1.73 82.19 141.83 0.50 0.9 0.9 Liquefiable 11.4 109.5 1.94 1.76 37.40 109.52 1.77 2.11 Sand Mixtures: silty sand to sandy silt 16.06 054 1.47 92.42 135.88 0.45 0.8 0.8 liquefiable 11.45 109.9 1.96 1.3 37.57 109.91 1.78 2.11 Sand Mixtures: silty sand to sandy silt 16.11 0.54 1.47 92.59 136.38 0.46 0.8 0.8 Liquefiable 11.5 109.9 2.19 1.19 37.73 109.91 1.99 2.14 Sand Mixtures: silty sand to sandy sill 17.19 0.54 1.54 92.43 142.46 0.51 0.9 0.9 Uquefiable 11.55 112.1 2.59 1.04 37.89 112.11 2.31 2.19 Sand Mixtures: silty sand to sandy silt 18.50 0.54 1.63 94.11 153.54 0.60 1.1 1.1 Uquefiable 11.6 113.7 2.62 0.68 38.06 113.71 2.30 2.18 Sand Mixtures: silty sand to sandy silt 18.35 0.54 1.62 95.29 154.44 0.61 1.1 1.1 Uquefiable 11.65 116.2 2.71 0.31 38.22 116.20 2.33 2.18 Sand Mixtures: silty sand to sandy silt 18.28 0.54 1.62 97.22 157.06 0.64 1.2 1.2 liqueflable 11.7 111.2 3.47 0.06 38.39 111.20 3.12 2.29 Sand Mixtures: silly sand to sandy silt 22.01 0.54 1.90 92.87 176.90 1.00 1.9 1.9 Non-Liquefiable 11.75 90.3 4.4 0.8 38.55 90.31 4.87 2.49 Sand Mixtures: silty sand to sandy $1lt 30.43 0.54 2.74 75.28 206.24 100 1.9 1.9 Non-liquefiable 11.8 79.8 3.31 -0.04 38.71 79.80 4.15 2.48 Sand Mixtures: silty sand to sandy lilt 29.70 0.54 2.66 66.41 17661 100 1.9 1.9 Non-Liquefiable 11.85 100.8 2.27 -1.74 38 88 100.78 2.25 2.21 Sand MixturesÂ· silty sand to sandy silt 19.44 0.54 1.70 83.75 142.35 O.so 0.9 0.9 Liquefiable 11.9 124 1.29 -2.71 39.04 12397 104 1.92 Sands: clean to silty Liqueflable 11.95 135.9 1.34 -2.96 39.21 135.87 0.99 1.87 Sands: clean to sitty Liquefiable 12 153.2 1.98 -3.19 39.37 153.17 1.29 1.91 Sands: clean to silty Liqueliable 12.05 218.1 2.89 -3.73 39.53 218.06 1.33 1.81 Sands: clean to silly Non-Liquefiable 12.1 238.7 3.34 -3.62 39.70 238.66 1.40 1.81 Sands: clean to silty Non-Liquefiable 12.15 194 2.79 -3.85 39.86 193.96 1.44 1.88 Sands: clean to silty Non-liquefi@ble 12.2 192.1 1.7 -3.91 40.03 192.06 0.88 1.73 Sands: clean to silly Non-Liqueflable 12.25 191.9 1.43 -3.91 40.19 191.86 0.75 1.68 Sands: clean to silty Non-Uqueflable 12.3 192.9 1.31 -3.8 40.35 192.86 0.68 1.65 Sands: clean to Iilty Liquefiable 12.35 206.3 1.4 -3.79 40.52 206.26 0.68 1.63 Sands: clean to silly Non-liquefiable 12.4 224.4 1.88 -3.81 40.68 224.36 0.84 1.67 Sand$: clean to silty Non-Liquefiable 12.45 244.4 2 -3.99 40 8S 244.36 0.82 1.63 Sands: clean to silty NonÂ·Uquefiable 12.5 244.2 1.82 -4.42 41.01 244.15 0.75 1.61 Sand$: clean to filty Non-Uquefiable 12.55 271.7 1.74 -4.89 41.17 271.65 0.64 1.53 Sands: clean to sitty Non-Liquefiable 12.6 283.8 2.03 -5.4 41.34 283.74 0.72 1.SS Sands: clean to sitty Non-llquefiable 12.65 231.1 2.28 -4.98 41.50 231.05 0.99 1.71 Sands: clean to silty Non-Liquefiable 12.7 205.1 2.04 -4.99 41.67 205.05 0.99 1.75 Sands: clean to silty Non-liqueflable 12.75 210.9 3.11 -5.01 41.83 210.85 1.47 1.87 Sands: clean to silly Non-liqueflable 12.8 180.8 3.18 -8.13 41.99 180.71 1.76 1.97 Sands: clear to silty Non-Liquefiable 12.85 229.7 1.72 -9.23 42.16 229.60 0.75 1.63 Sands: clear to silty Non-Uquefiable 12.9 236.2 1.4 -9.48 42.32 236.10 0.59 1.55 Sands: clean to silty Non-Liquefiable 1. Sands: clean to silty Non-Uquefiable Sands: clean to silty n-liquefiable 2.95 218.6 1.47 -9.5 42 49 218.50 0.67 1.62 13 3.02 -9.41 42.65 213.30 1.42 1.85 10.82 0.54 1.21 102.85 12400 0.37 0.7 0.7 9.73 0.54 1.16 112.52 130.94 0.42 0.8 0.8 10.72 034 1.20 126 63 152.16 0.59 1.1 1.1 8.42 0.54 1.12 179.97 201.00 1.00 1.9 1.9 8.25 0.54 1.11 196.63 218.46 1.00 1.9 1.9 9.82 0.54 1.17 159.54 186.17 100 1.9 1.9 6.69 0.54 1.06 157.71 166.86 1.00 1.9 1.9 5.77 0.54 1.03 157.28 161.22 100 1.9 1.9 5.28 0.54 1.01 157.83 isa .81 0.66 1.2 1.2 4.89 0.54 1.00 168.52 168.52 1.00 1.9 1.9 5.49 0.54 1.01 183.00 185.68 1.00 1.9 1.9 4.91 0.54 1.00 198.98 198.98 1.00 1.9 1.9 4.45 0.54 1.00 198.49 198.49 1.00 1.9 1.9 3.22 0.54 1.00 220.47 220.47 1.00 1.9 1.9 3.52 0.54 1.00 229.91 229.91 1.00 1.9 1.9 6.29 0.54 1.04 186.91 195.16 1.00 1.9 1.9 7.08 0.54 1.07 165.61 177.41 1.00 1.9 1.9 9.57 0.54 1.16 170.02 196.85 1.00 1.9 1.9 12.10 0.54 1.26 145.52 183.42 1.00 1.9 1.9 4.87 0.54 1.00 184.58 184.58 1.00 1.9 1.9 364 0.54 1.00 189.50 189.50 1.00 1.9 1.9 464 0.54 1.00 175.09 175.09 1.00 1.9 1.9 0.54 1.15 170.66 195.54 1.00 1.9 1.9 te C-3 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 240.2 280.3 343 356.7 327.7 300.6 283.5 282.9 284.1 299.6 306.8 318.2 310.9 305.6 304.6 307.5 281.9 212.8 181.2 186.3 150.3 148.4 155.8 167.7 158 138.2 106.8 61.5 34 24.1 19.5 17.2 17.6 18.6 19.2 21.3 22.1 76.1 165.6 112.3 73.7 41.1 37 35.9 44.8 13.05 2.97 -9.43 42.81 240.10 1.24 1.77 Sands: clean to silty 7.55 0.54 1.09 191.78 208.55 1.00 1.9 1.9 Non-Liquefiable 13.1 2.02 -10.18 42.98 280.19 0.72 1.56 Sands: clean to silty 3.69 0.54 1.00 223.44 223.44 1.00 1.9 1.9 Non-Uquefiable 13.15 1.41 -10.94 43.14 342.88 0.41 1.33 Sands: clean to silty 0.72 0.54 1.00 272.99 272.99 1.00 1.9 1.9 Non-Liquefiable 13.2 1.53 -11.48 43.31 356.58 0.43 1.33 Sands: clean to silty 072 0.54 1.00 283.45 28345 1.00 1.9 1.9 Non-liquefiable 13.25 1.58 -11.34 43.47 327.58 0.48 1.39 Sands: clean to sllty 1.42 0.54 1.00 259.99 259.99 1.00 1.9 1.9 Non-Liquefiable 13.3 1.6 -11.34 43.64 300.48 0.53 1.45 Sands: clean to silty 2.13 0.54 1.00 238.12 238.12 1.00 1.9 1.9 Non-Liqueflable 13.35 1.47 -11.03 43.80 283.38 0.52 1.46 Sands: clean to silty 2.30 0.52 1.00 224.22 224.22 1.00 1.9 1.9 Non-Liquefiable 13.4 1.38 -11.04 43.96 282.78 0.49 1.45 Sands: clean to silty 2.09 0.52 1.00 223.40 223.40 1.00 1.9 1.9 Non-Uquefiable 13.45 1.33 -10.85 44.13 283.98 0.47 1.43 Sands: clean to silty 1.94 0.52 1.00 224.00 224.00 1.00 1.9 1.9 Non-Liquefiable 13.5 1.36 -10.66 44.29 299.48 0.45 1.41 Sands: clean to silty 1.61 0.52 1.00 235.85 235.85 1.00 1.9 1.9 Non-Liquefiable 13.55 1.44 -10.47 44.46 306.69 0.47 1.41 Sands: clean to s,Ity 1.63 0.52 1.00 241.15 241.15 100 1.9 1.9 Non-Uqueliable 13.6 1.39 -10.09 44.62 318.09 0.44 1.38 Sands: clear, to silty 1.2S 0.52 1.00 249.72 249.72 1.00 1.9 1.9 Non-Uquefiable 13.65 1.43 -9.34 44.78 310.80 0.46 1.40 Sands: clean to silty 1.52 0.52 1.00 243.62 243.62 1.00 1.9 1.9 Non-liquefiable 13.7 1.64 -7.24 44.95 305.52 0.54 1.45 Sands: clean to sitty 2.15 052 1.00 239.10 239.10 1.00 1.9 1.9 Non-Uqueflable 13.75 1.8 1.7 45.11 304.62 0.59 1.48 Sands: clear to silty 2.54 0.52 1.00 237.95 237.95 1.00 1.9 1.9 Non-liquefiable 13.8 1.85 1.8 45.28 307.52 0.60 148 Sands: clean to silty 2.58 O.S2 1.00 239.85 23985 1.00 1.9 1.9 Non-liquefiable 13.85 3.55 1.81 45.44 281.92 1.26 1.74 Sands: cle@n to silly 6.89 0.52 1.06 219.55 233.77 1.00 1.9 1.9 Non-Liquefiable 13.9 4.22 0.99 45.60 212.81 1.98 1.97 Sands: clean to silly 12.18 0.52 1.26 165.48 209.16 1.00 1.9 1.9 Non-liqueflable 13.95 4.19 -1.65 45.77 181.18 2.31 2.07 Sand Mixtures: silty sand to sandy silt 14.86 0.52 1.40 140.70 196.96 1.00 1.9 1.9 Non-Uquefiable 14 3.8 -3.17 45.93 186.27 2.04 2.02 Sands: clean to silly 13.47 0.52 1.33 144.44 191.47 1.00 1.9 1.9 Non-Liquefiable 14.05 4.12 -3.74 4610 150.26 2.74 2.18 Sand Mixtures: slity sand to sandy silt 18.29 0.52 1.62 116.35 18809 1.00 1.9 1.9 Non-liquefiable 14.1 3.7 -4.35 46.26 148.35 2.49 2.15 Sand Mixtures: silty sand to sandy s,It 17.41 0.52 1.56 114.71 178.53 1.00 1.9 1.9 NonÂ·Liquefiable 14.15 2.89 -4.69 46.42 155.75 1.85 2.04 Sands: clean to stir,14.12 0.52 1.36 120.25 163.43 1.00 1.9 1.9 Non-Liquefiable 14.2 2.56 -4.73 46.59 167.65 1.53 1.96 Sands: clean to silty 11.86 0.52 1.25 129.24 161.51 1.00 1.9 1.9 Non-liquefiable 14.25 2.58 -4.94 46.75 157.95 1.63 2.00 Sands: clean to silty 12.91 0.52 1.30 121.S9 157.84 0.65 1.2 1.2 Liquefiable 14.3 2.5 -4.95 46.92 138.15 1.81 2.07 Sand Mixtures: sitty sand to sandy silt 14.98 0.52 1.41 106.19 149.37 0.57 1.1 1.1 Liqueflable 14.35 2.24 -4.92 47.08 106.75 2.10 2.20 Sand Mixtures: silly sand to sandy s,It 18.96 0.52 1.66 81.95 136.37 0.46 0.9 0.9 Liquefiable 14.4 1.87 -4.8 47.24 61.45 3.04 2.49 Sand Mixtures: silty sand to sandy silt 30.23 0.52 2.72 47.12 128.03 0.40 0.8 0.8 Liqueliable 14.45 1.59 -4.43 47.41 33.95 4.68 2.91 Silt Mixtures: clayey silt to silty clay 52.85 0.52 Clayey 19.29 aayey aayey Clayey 10.0 a,yey 14.5 1.13 -4.44 47.57 24.05 4.69 3.05 aays 62.10 0.52 aiyey 13.12 aayey aayey Clayey 10.0 aayey 14.55 0.78 -4.39 47 74 19.45 4.00 3.10 aars 65.66 0.52 aayey 10.24 aayey aayey Clayey 10.0 aayey 14.6 0.53 -4.42 47.90 17.15 3.08 3.09 aays 65.10 0.52 aayey 8.79 aayey aiyey Clayey 10.0 aayey 14.65 0.52 -8.5 48.06 17.51 2.95 3.07 ayS 63.66 0.52 aayey 9.01 aayey aayey Clayey 10.0 aayey 14.7 0.55 -12.35 48.23 18.47 2.96 3.05 aays 61.94 0.52 aayey 9.59 aavey aayey Clayey 10.0 aayey 14.75 0.61 -12.24 48.39 19.07 3.18 3.06 aays 62.28 0.52 aayey 9.92 aayey aayey Clayey 10.0 aayey 14.8 0.61 -12.29 48.56 21.17 2.86 2.98 aays 57.35 0.52 aayey 11.16 aayey aayey Clayey 10.0 aayey 14.85 1.13 -12.54 48.72 21.96 5.11 3.12 aays 67.09 0.52 aayey 11.60 aayey aavey Clayey 10.0 aiyey 14.9 3.6 -12.67 48.88 75.96 4.73 2.64 Silt Mixtures: clayey silt to silty clay 37.51 0.52 aayey 44.14 aayey aayey Clayey 10.0 a.yey 14.95 5.3 -13.46 49.05 165.45 3.20 2.21 Sand MixturesÂ· silty sand to sandy silt 19.38 0.52 1.69 124.88 211.65 1.00 1.9 1.9 Non-Liquefiable 15 6.22 -15.63 49.21 112.13 5.54 2.51 Sand Mixtures: sitty sand to sandy silt 30.96 0.52 2.80 84.56 236.76 1.00 1.9 1.9 Non-Liquefiable 15.05 4.27 -14.46 49.38 73.54 5.79 2.72 Silt Mixtures: clayey $itt to silly clay 41.56 0.52 aavey 42.32 aayey aayey Clayey 10.0 aavey 15.1 2.98 -15.04 49.54 40.94 7.25 2.99 aaYS 57.70 O.so aayer 22.74 aayey aiyey Clayey 10.0 aayey 15.15 1.79 -15.25 49.70 36.84 4.84 2.91 Silt Mixtures: clayey illt to silty clay 52.43 O.So aayey 20.24 a,yey aavey Clayey 10.0 aavey 15.2 1.84 -15.19 49.87 35.74 5.13 2.94 Silt Mixtures: clayey silt to silty clay 54.29 O.So aaye,19,52 aayey aayey Clayey 10.0 aayey 15.25 1.98 -15.36 50.03 44.63 4.42 2.81 Silt Mixtures: clayey silt to silty clay 46.68 0.50 aayey 24.72 aayey aayey Clayey 10.0 aayey Plate C-3 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 4 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft rhicknei Unit Wt.Bottom (Sv)hot. Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -cm2 (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 ***999 E.N&:':J:W (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimated Meas. Tip Side Dyn. Pore Corr. Tlp Friction SBT Index SBT Fines Cyclic Soil Depth 6 Friction, 4 Pressure Depth Resist., q,Ratio Ic Ciassification Content Stress Classlf. (rn)(t5O (psi) (ft) (tsf)Rf (%) (%)Ratio Factor 0.05 0.00 0.00 0.16 8.10 0.00 2.68 Silt Mixtures: clayey silt to sitty clay 39.20 0.38 Clayey 0.1 0.02 0.00 0.33 26.70 0.07 1.87 Sands: clean to sitty 9.60 0.38 1.00 I 0.15 0.03 0.00 0.49 34.10 0.09 1.77 Sands: clean to silty 7.40 0.38 1.00 0.2 0.12 1.68 0 66 38.92 0.31 1.84 Sands: clean to silty 9.05 0.38 1.00 0.25 0.46 1.26 0.82 66.91 0.69 1.81 Sands: clear to silly 8.27 0.38 1.11 0.3 )1.15 1.00 0.98 106.41 1.08 1.78 Sands: clean to silly 7.70 0.38 1.09 0.35 1.41 1.10 1.15 84.91 1.66 1.98 Sands: clear to silty 12.47 0.38 1.28 0.4 1.74 1.38 1.31 64.01 2.72 2.22 Sand Mixtures: S,Ity land to sandy silt 19.77 0.38 1.72 0.45 ,1.81 1.41 1.48 52.82 3.43 2.35 Sand Mixtures: silty sand to sandy,ilt 24.57 0.38 2.13 0.5 1.83 1.51 1.64 36.02 5.08 2.59 Sand Mixtures: silty sand to sandy silt 35.00 0.38 3.28 0.55 1.69 1.61 1.80 26.62 6.35 2.75 Silt Mixtures: clayey silt to lilty clay 43.34 0.38 aayey 0.6 1.42 1.10 1.97 22.31 6.37 2.81 Silt Mixtures: clayey silt to,ilty clay 46.38 0.38 aayey 0.65 1.25 0.98 2.13 21.91 5.71 2.78 Silt Mixtures: clayey silt to silly clay 44.75 0.38 aayey 0.7 1.31 -0.48 2.30 22.49 5.82 2.78 Silt Mixtures: clayey slit to stir, clay 44.64 0.38 aayey 0.75 1.39 -1.20 2.46 21.19 6.56 2.83 Silt Mixtures: clayey silt to silty clay 47.84 0.38 aayey 0.8 1.23 -1.41 2.62 19.08 6.44 2.86 Silt Mixtures: clayey silt to silty clay 49.42 0.38 aayey 0.85 1.01 -2.04 2.79 16.48 6.12 2.89 Silt Mixtures: clayey silt to silty clay 51.27 0.38 aayey 0.9 0.91 -3.56 2.95 15.76 5.76 2.88 Silt Mixtures: clayey silt to silly clay 51.00 0.38 a.yey 0.95 1.02 -3.71 3.12 17.26 5.90 2.86 Silt Mixtures: clayey silt to Silty clay 49.68 0.38 aayey 1 1.23 -3.51 3.28 22.26 5.52 2.76 Silt Mixtures: clayey silt to silty clay 43.90 0.38 aayey 1.05 1.43 -2.84 3.44 26.27 5.44 2.71 Silt Mixture: clayey sm to silty clay 40.90 0.38 a.yey 1.1 1.48 -2.05 361 29.88 4.95 2.64 Silt MixturesÂ· clayey silt to silly clay 37.36 0.38 aayey 1.15 1.51 -1.98 3.77 33.28 433 2.58 Sand Mixturei: silty sand to sandy silt 34.40 0.38 3.21 1.2 1.56 -1.75 3.94 31.48 4.95 2.62 Silt Mixtures: clayey silt to sitty clay 36.59 0.38 aayey 1.25 1.60 -1.66 4.10 31.28 5.11 2.64 Silt Mixtures: clayey silt to sitty't 37.20 0.38 aavey ALBUS-KEEFE & ASSOCIATES, INC. Resist., c (150 8.10 26.70 34.10 38.90 66.90 106.4( 84.90 64.00 52.80 36.00 26.60 22.30 21.90 22.50 21.20 19.10 16.50 15.80 17.30 22.30 26.30 29.90 33.30 31.50 31.30 Uquefactlon Malysis Corrected Factor of Uquefaction ciN for Fines CRR,.SIMSF Safety Susceptibility(9,1,1),1 Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 12.25 Clayey Clayey NA NA Above High GWL 40.38 40.38 0.12 NA NA Above High GWL 51.57 51.57 0.13 NA NA Above High GWL 58.83 58.83 0.14 NA NA Above High GWL 101.17 112.47 0.31 NA NA Above High GWL 160.91 175.78 100 NA NA Above High GWL 128.39 164.01 1.00 NA NA Above High GWL 96 79 166.94 1.00 NA NA Above High GWL 79.85 170.37 100 NA NA Above High GWL S4.44 178.67 1.00 NA NA Above High GWL 4023 aayey aayey NA NA Above High GWL 33.72 aayey aayey NA NA Above High GWL 33.12 aayey aayey NA NA Above High GWL 34.03 aayey aayey NA NA Above High GWL 32.06 aayey a.yey NA NA Above High GWL 28.88 aayey aayey NA NA Above High GWL 24.95 Clayey aayey NA NA Above High GWL 23.89 aayey aayey NA NA Above High GWL 26.16 aayey aa yey NA NA Above High GWL 33.72 aayey aayey NA NA Above High GWL 39.77 aayey aayey NA NA Above High GWL 45.22 aayey aayey NA NA Above High GWL 50.36 161.57 1.00 NA NA Above High GWL 47.64 aayey aayey NA NA Above High GWL 47.33 aayey Clayey NA NA Above High GWL te C-4 1 of 7 30.30 29.60 28.10 23.90 21.50 18.50 18.10 18.70 19.90 20.20 20.00 20.80 22.10 26.00 29.40 29.50 25.30 21.80 19.40 18.60 18.40 17.30 16.60 16.60 16.30 15.20 14.90 15.50 17.70 18.00 18.80 19.10 20.30 21.30 19.20 18.50 18.50 16.60 15.90 16.00 15.30 14.30 14.00 13.90 13.20 11.40 9.50 1.3 1.52 -1.74 4.27 30.28 5.02 2.64 Silt Mixtures: clayey silt to silty clay 37.39 0.38 aayey 45.82 aayey a.yey NA NA Above High GWL 1.35 1.30 -1.78 4.43 29.58 4.39 2.61 S,tt Mixtures: clayey silt to silty clay 35.67 0.38 aavey 44.76 aayey aayey NA NA Above High GWL 1.4 1.06 -1.49 4.59 28 08 3.77 2.58 Sand Mixtures: silly sand to sandy silt 34 19 0.38 3.18 42.50 135.22 0.45 NA NA Above High GWL 1.45 0.84 -1.25 4.76 23.89 3.51 2.61 Silt Mixtures: clayey silt to silty clay 35.66 0.38 aayey 36.14 aayey aayey NA NA Above High GWL 1.5 0.81 -1.13 4.92 21.49 3.77 2.66 Silt Mixtures: clayey silt to silty clay 38.41 0.36 aayey 32.51 aayey aayey NA NA Above High GWL 1.55 0.76 -1.20 S.09 18.49 4.11 2.74 Silt Mixtures: clayey silt to silty clay 42.36 0.36 a.yey 27.98 aayey aayey NA NA Above High GWL 1.6 0.85 -1.26 5.25 18.09 4.70 2.78 Silt Mixtures: clayey silt to zilty clay 44.96 0.36 aayey 27.37 aavey aayey NA NA Above High GWL 1.65 0.91 -1.11 5.41 18.69 4.87 2.78 Silt Mixtures: clayey silt to silty clay 44.98 0.36 aavey 28.28 aiyey aayey NA NA Above High GWL 1.7 0.94 -1.30 5 58 19.89 4.72 2.75 Silt Mixtures: clayey silt to silty clay 43.37 0.36 aavey 30.09 a.yey a,yey NA NA Above High GWL 1.75 0.85 -1.11 5.74 20.19 4.21 2.71 Silt Mixtures: clayey silt to silty clay 41.23 0.36 aayey 30.55 aayey aayey NA NA Above High GWL 1.8 0.84 -1.34 5.91 19.99 4.20 2.72 Sdt Mixtures: clayey silt to silty clay 41.38 0.36 0@Yey 30.25 aayey aayey NA NA Above High GWL 1.85 0.84 -1.33 6.07 20.79 4.04 2.69 5111 Mixtures: clayey silt to silty clay 40.09 0.36 aayey 31.46 aayey aayey NA NA Above High GWL 1.9 0.90 -1.31 6.23 22.09 4 07 2.68 Sitt Mixtures: clayey silt to silry clay 39.20 0.36 aayey 33.42 aayey aayey NA NA Above High GWL 1.95 0.99 -1.31 6.40 25.99 3.81 2.60 Silt Mixtures: clayey silt to silty clay 35.57 0.36 Clayey 39.32 aayey aayey NA NA Above High GWL 2 1.16 -1.53 6.S6 29.38 3.95 2.58 Sand Mixtures: silly sand to sandy silt 34.23 0.36 319 44.46 141.70 O.So NA NA Above High GWL 2.05 1.27 -1.73 6.73 29.48 4.31 2.60 Silt Mixtures: clayey silt to silty clay 35.49 0.36 aavey 44.61 aayey aayey NA NA Above High GWL 2.1 1.29 -2.18 6.89 25.28 5.10 2.70 Silt Mixtures: clayey silt to silty clay 40.60 0.36 a.yey 38.26 a,yey aayey NA NA Above High GWL 2.15 1.26 -2.62 7.05 21.77 5.78 2.66 Silt Mixtures: clayey silt to $1lty clay 38.43 0.36 aayey 50.51 aayey aayey NA NA Above High GWL 2.2 1.23 -2.58 7.22 19.37 6.34 2.73 Sllt Mixtures: clayey silt to silty clay 42.26 0.36 aayey 43.80 aayey aayey NA NA Above High GWL 2.25 1.20 -2.61 7.38 18.57 6.45 2.76 Silt Mixtures: clayey silt to stiry clay 43.66 0.36 aayey 40.99 aayey aayey NA NA Above High GWL 2.3 1.19 -2.23 7.55 18.38 6.47 2.77 Silt Mixtures: clayey silt to sitty clay 44.27 0.36 aayey 39.64 aayey aayey NA NA Above High GWL 2.35 1.16 -2.47 7.71 17.27 6.71 2.81 Silt Mixtures: clayey silt to silly clay 46.41 0.36 aayey 36.40 aayey aayey NA NA Above High GWL 2.4 1.13 -2.44 7.87 16.57 6.81 2.83 Silt Mixtures: clayey silt to stir, clay 47.83 0.36 aayey 34.14 aayey aayey NA NA Above High GWL 2.45 1.09 -2.41 8.04 16.57 6.57 2.83 Silt Mixtures: clayey silt to sittv clay 47.50 0.36 a.yey 33.50 a.yey Clavey Clayey 10.0 aayey 2.5 0.89 -2.37 8.20 16 27 5.46 2.78 Silt Mixtures: clayey silt to sitty clay 44.71 0.38 aayey 32.54 aavey aiyey Clayey 10.0 aayey 2.55 0.93 -2.23 8.37 15.18 6.12 2.84 Silt Mixtures: dam silt to litty clay 48.27 0.38 aayey 29.96 aayey aavey Clayey 10.0 a.yey 2.6 0.89 -0.70 8.53 14.89 5.97 2.84 S.lt Mixtures: clayey silt to silty clay 48.42 0.38 aayey 29.05 aayey aayey Clayey 10.0 aayey 2.65 0.89 -0.41 8.69 15.50 5.74 2.82 Silt Mixtures: clayey silt to silly clay 47.13 0.38 Clayey 29.96 aayey Clayey Clayey 10.0 Clayey 2.7 0.95 -0.05 886 17 70 5.37 2.76 Silt Mixtures: clayey silt to Sitty Clay 43.65 0.38 a,yey 34 02 aayey aayey Clayey 10.0 aayey 2.75 0.99 0.41 9.02 18.00 5.50 2.76 Silt Mixtures: clayey silt to silty clay 43.95 0.38 aayey 34.27 aayey aayey Clayey 10.0 aayey 2.8 0.99 0.67 9.19 1881 5.27 2.74 Silt Mixtures: clayey silt to Litty clay 42.60 0.40 aiyey 35.49 aayey aayey Clayey 10.0 aayey 2.85 1.03 0.94 9.35 19.11 5.39 2.75 Silt Mixtures: clayey silt to silty clay 42.89 0.40 aiyey 35.73 aayey aayey Clayey 10.0 aayey 2.9 1.18 1.14 9.51 20.31 5.81 2.75 Silt Mixtures: clayey silt to silty clay 43.28 0.40 aayey 37.68 aayey a,yey Clayey 10.0 aayey 2.95 1.24 1.35 9.68 21.31 5.82 2.74 Silt Mixtures: clayey silt to silty clay 42.64 0.40 aayey 39.22 aayey aiyey Clayey 10.0 aayey 3 1.16 1.65 9.84 19.22 6.04 2.79 Silt Mixtures: clayey silt to silly clay 45.30 0.40 aayey 34.91 aayey aayey Clayey 10.0 aayey 3.05 1.00 1.94 10.01 18.S2 5.41 2.77 Silt Mixtures: clayey silt to silty clay 44.19 0.40 aayey 33.28 aayey aayey Clayey 10.0 aayey 3.1 0.95 2.11 10.17 18.52 5.14 2.76 Silt Mixtures: clayey slit to silly clay 43.48 0.42 aayey 32.98 aayey aayey Clayey 10.0 aayey 3.15 0.97 2.31 10.33 16.62 5.84 2.83 Silt Mixtures: clayey silt to silty clay 47.98 0.42 aiyey 29.20 a.yey aayey Clayey 10.0 aayey 3.2 0.97 2.44 10.50 15.93 6.10 2.86 Silt Mixtures: clayey silt to silty clay 49.81 0.42 aayey 27.67 aayey aayey Clayey 10.0 aayey 3.25 1.00 2.51 10.66 1603 6.25 2 87 Silt Mixtures: clayey silt to silty clay 50.32 0.42 aavey 27.59 a.yey aayey Clayey 10.0 aayey 3.3 1.00 2.70 10.83 15.33 6.54 290 Silt Mixtures: clayey silt to silly clay 52.28 0.42 aiyey 26.10 aayey aayey Clayey 10.0 a@yey 3.35 0.92 2.81 10.99 14.33 6.43 2.93 Silt Mixtures: clayey silt to s,Ity clay 53.60 0.42 a,yey 24.09 aayey Clayey Clayey 10.0 Clayey 3.4 0.85 3.00 11 15 14.03 6.07 2.92 Silt Mixtures: clayey silt to silty clay 53.14 0.42 aayey 23.35 aayey aayey Clayey 10.0 aayey 3.45 0.80 3.21 11.32 13.93 5.76 2.91 Silt Mixtures: clayey silt to silty clay 52.48 0.42 aayey 22.97 aayey aayey Clayey 10.0 aayey 3.5 0.87 5.30 11.48 13.26 6.59 2.97 aays 56.44 0.44 aayey 21.56 aayey aayey Clayey 10.0 aayey 3.55 0.73 7.98 11.65 11.49 6.40 3.02 aays 59.53 0.44 aayey 18.29 aayey Clayey Clayey 10.0 aayey 3.6 0.60 8.45 11.81 9.59 6.32 3.08 aays 64.12 0.44 aayey 14.91 aayey aayey Clayey 10.0 aayey Plate C-4 ALBUS-KEEFE & ASSOCIATES, INC.2 of 7 3.65 8.20 0.47 8.63 11.98 8.29 5.73 3.11 aays 3.7 7.60 0.45 8.94 1214 7.70 5.92 3.16 aa'IA 3.75 8.00 0.46 9.35 12.30 8.10 5.75 3.13 aaYS 3.8 8.10 0.48 9.59 12.47 8.20 5.93 3.14 3.85 8.00 0.47 10.02 12 63 8.11 5.88 3.14 aays 3.9 8.10 0.44 10.44 12.80 8.21 543 3.12 aays 3.95 8.40 0.44 11.05 12.96 8.52 5.24 3.10 aays 4 8.10 0.46 11.52 13.12 8.22 5.68 3.14 aays 4.05 7.60 0.45 11.97 13.29 7.73 5.92 3.18 aays 4.1 7.10 0.42 12.57 13.45 7.24 5.92 3.21 aays 4.15 7.20 0.40 13.35 13 62 7.34 5.56 3.19 aars 4.2 7.00 0.37 14.05 13.78 7.15 5.29 3.19 aars 4.25 7.00 0.36 14.59 13.94 7.16 5.14 3.19 aays 4.3 7.10 0.34 15.19 14.11 7.26 4.79 3.17 aays 4.35 6.80 0.26 15.77 14.27 6.97 3.82 3.13 aays 4.4 7.00 0.31 16.53 14.44 7.18 4.43 3.16 aays 4.45 7.20 0.36 30.70 14.60 7.53 5.00 3.18 aays 4.5 7.90 0.37 31.77 14.76 8.24 4.68 3.13 aaYS 4.55 8.80 0.41 32.55 14.93 9.15 4.66 3.09 aays 4.6 9.70 0.46 32.96 15.09 10.06 4.74 3.05 aavs 4.65 9.90 0.50 33.31 15.26 10.26 5.05 3.07 4.7 10.40 0.52 33.86 15.42 10.77 5.00 3.05 4.75 11.00 0.54 34.28 15.58 11.37 4.91 3.02 aa" 4.8 12.00 0.60 34.74 15.75 12.38 5.00 3.00 aays 4.85 12.30 0.59 35.31 15.91 12.68 4.80 2.98 aaYS 4.9 12.50 0.57 36.06 16.08 12.89 4.56 2.96 aays 4.95 12.20 0.55 36.49 16 24 12.59 4.51 2.97 aays 5 11.30 0.58 36.71 16 40 11.70 5.13 3.04 aays 5.05 11.80 0.57 37.11 16.57 12.20 4.83 3.01 a.ys 5.1 11.30 0.58 37.40 16.73 11.70 5.13 3.05 aays 5.15 10.60 0.53 37.96 16.90 11.01 5.00 3.07 aa'(5 5.2 10.20 0.56 38.22 17.06 10.61 5.49 3.11 a.11$ 5.25 9.50 0.50 38.23 17 22 9.91 5.26 3.13 a@Ys 5.3 8.90 0.42 38.64 17.39 9.32 4.72 3.13 5.35 9.30 0.48 39.33 17.55 9.72 5.16 3.14 caY! 5.4 9.90 0.51 44.53 17.72 10.38 5.15 3.12 a.ys 5.45 9.80 0.60 45.03 17.88 10.29 6.12 3.17 a.yi 5.5 10.10 0.62 45.89 18.04 10.60 6.14 3.16 Clay5 5.55 9.60 0.56 46.23 18.21 10.10 S 83 3.17 aays 5.6 9.40 0.53 46.49 18.37 9.90 5.64 3.17 aays 5.65 8.50 0.38 46.83 18.54 9.01 4.47 3.16 aays 5.7 8.30 0.35 47.34 18.70 8.81 4.22 3.15 aays 5.75 10.10 0.46 47.81 18.86 10.62 4.SS 3.09 Cl@YS 5.8 13.30 0.63 48.26 19.03 13.82 4.74 3.00 aays 5.85 13.50 0.75 48.50 19.19 14.02 5.56 3.04 aays 5.9 11.80 0.73 48.51 19.36 12.32 6.19 3.12 aays 5.95 0.55 48.18 19.52 10.92 5.29 3.13 02,1,5 66.42 0.44 69.58 044 67.70 0.44 68.22 0.44 68.66 044 66.92 0.44 6537 0.46 68.33 0.46 71.40 0.46 73.81 0.46 72.28 0.46 72.40 0.46 72.09 0.46 70.42 0.46 67.63 0.46 69.82 0.46 71.63 0.48 67.60 0.48 64.48 0.48 62.26 0.48 63.13 048 61.77 0.48 60.10 0.48 58.36 0.48 57.13 0.48 55.97 0.48 56.55 0.48 61.20 0.48 59.07 0.50 61.58 0.50 63.03 0.50 66.21 0.50 67.67 0.50 67.68 0.50 68.35 0.50 66.61 0.50 70.73 O.so 70.07 0.50 70.76 O.so 70.91 O.so 69.59 O.so 69.43 0.50 64.95 030 58.17 0.52 61 03 0.52 67.14 0.52 67.83 0.52 a.yey 12.58 aayey aayey Clayey 10.0 aayey aayey 1147 aayev aayey Clayey 10.0 aayey aayey 12.02 aayey a.yey Clayey 10.0 aayey aayey 12.08 aayey aayey Clayey 10.0 aayey aa yey 11.81 aayey aayey Clayey 10.0 aayey aayey 11.86 aayey aayey Clayey 10.0 aayey aIvey 12.24 aayey aayey Clayey 10.0 Clayey aayey 11.65 aayey aayey Clayey 10.0 aayey aayey 10.76 aayey aiyey Clayey 10.0 aayey aayey 9.88 a.yey aayey Clayey 10.0 aiyey Dayey 9.95 aayey aayey Clayey 10.0 aiyey a,yey 9.SS aayey aayey Ctayey 10.0 aayey aayey 9.47 aayey aayey Clayey 10.0 aayey aayey 9.53 aayey aayey Clayey 10.0 aayey aayey 900 a.yey aayey Clayey 10.0 aayey aiyey 9.22 aayey aayey Clayey 10.0 aavey a.yey 9.44 aayey aiyey Clayey 10.0 aayey a.yey 10.39 aayey aayey Clayey 10.0 aayey aayey 11.63 aayey aayey Clayey 10.0 aayey aayey 12.85 aiyey aayey Clayey 10.0 aayey aayey 13.04 aayey aayey Clayey 10.0 aayey aayey 13.66 aayey aayey Clayey 10.0 aayey aayey 14.41 aayey aayey Clayey 10.0 aayey a,yey 15.72 Clayey Clayey Clayey 10.0 aayey aayey 16.03 aayey Clayer Clayey 10.0 aayey aayey 16.19 aayey aayey Clayey 10.0 aayey aayey 15.65 aayey aayey Clayey 10.0 aayey aayey 14.29 Clayey aayey Clayey 10.0 aayey a,yey 14.87 aayey aavey Clayey 10.0 aiyey aayey 14.08 aiyey Clayey Clayey 10.0 aayey aayey 13.02 (Ivey aayey Clayey 10.0 Ciayey aayey 12.38 aiyey aayey Clayey 10.0 aayey aayey 11.35 aayey aayey Clayey 10.0 aayey a,yey 10.47 aayey aayey Clayey 10.0 aayey aayey 10.92 aayey aayey Clayey 10.0 aayey aayey 11.63 aayey aayey Clayey 10.0 aayey a,yey 11.41 aayey aayey Clayey 10.0 aayey aayey 11.72 aayey aayey Clayey 10.0 aayey aayey 10.99 a.yey aayey Clayey 10.0 aayey aayey 10.66 aayey a.yey Clayey 10.0 aayey aiyey 9.43 aiyey Clayey Clayey 10.0 a,yey aayey aayey aayey aayey aayey aayey ALBUS-KEEFE & ASSOCIATES, INC. 9.11 aayey Clayer Clayey 10.0 aayey 11.31 aiyey aayey Clayey 10.0 aiyey 15.24 aayey aiyey Clayey 10.0 aayey 15.39 aayev aayey Clayey 10.0 aayey 13.18 Clayey aayey Clayey 10.0 aayey 11.37 Clayey aayey Clayey 10.0 aayey te C-4 3 of 7 6 9.30 0.45 48.08 19.69 9.82 4.84 3.16 aaYS 69.73 0.52 a.yey 9.94 aayey aayey Clayey 10.0 aiyey 6.05 8.40 0.44 48.20 19.85 8.92 5.24 3.23 aaYS 75.03 0.52 aayey 8.78 aayey aayey Clayey 10.0 a,yey 6.1 8.90 0.46 48.51 20.01 9.42 5.17 3.20 aays 72.97 0.52 aayely 9.32 aayey aayey Clayey 10.0 aayey 6.15 11.50 0.54 48.88 20.18 12.03 4.70 3.07 aays 63.20 0.52 aayey 12.39 aavey Clayey Clayey 10.0 a,yey 6.2 15.30 0.67 48.78 20.34 15.83 4.38 2.94 5,lt Mixtures: clayey silt to silry clay 54.42 0.52 aayey 16.85 aayey aayey Clayey 10.0 aayey 6.25 17.70 0.80 48.84 20.51 18.23 4.52 2.89 Sllt Mixtures: clayey silt to silty clay 51.64 0.52 aayey 19.60 aayey aayey Clayey 10.0 a,yey 6.3 18.30 0.92 50.62 20.67 18.85 S.03 2.91 Silt Mixtures: clayey Illt to silty clay 52.93 0.52 aayey 20.19 aayey aayey Clayey 10.0 aayey 6.35 17.40 0.96 51.80 20.83 17.96 5.52 2.96 aays 56.00 0.52 aayey 19.01 aayey aayey Clayey 10.0 Clayey 6.4 16.10 0.93 52.11 21.00 16.66 5.78 3.01 aays 58.96 0.52 aayey 17.37 aayey aayey Clayey 10.0 aayey 6.45 16.40 0.83 52.92 21.16 16.97 5.06 296 aays 56.09 0.52 a.yey 17.61 aayey aayey Clayey 10.0 a@Yey 6.5 17.90 0.85 53.03 21.33 18.47 4.75 2 92 Silt Mixtures: clayey silt to silty clay 52.94 0.52 aayey 19.24 Clayey aayey Clayey 10.0 aayey 6.55 18.10 0.93 53.09 21.49 18.67 5.14 2.94 Silt Mixtures: clayey silt to silly clay 54.27 0.52 aiyey 19.36 aayey aavey Clayey 10.0 aavey 6.6 18.10 1.03 53.23 21.65 18.67 5.69 2.97 aays 56.34 0.52 aayey 19.24 aayey aayey Clayey 10.0 aayey 6.65 17.20 1.04 52.75 21.82 17.77 6.OS 3.01 aays S8.92 0.52 aavey 18.10 aayey aayey Clayey 10.0 aayey 6.7 16.20 0.95 52.69 21.98 16.77 5.86 3.02 aays 59.98 0.52 aayey 16.86 aayey aayey Clayey 10.0 aayey 6.75 17.40 0.91 52.50 22.15 17.97 5.23 2.96 aays 56.10 0.52 a.yey 18.11 aayey aayey Clayey 10.0 aayey 6.8 17.50 1.08 52.59 22.31 18.07 6.17 3.01 aays 59.32 0.54 aiyey 18.12 aayey aayey Clayey 10.0 aiyey 6.85 15.60 1.14 52.43 22.47 16.17 7.31 3.11 aays 66.00 0.54 aayey 15 89 aayey aayev Clayey 10.0 a.yey 6.9 14.00 0.99 52.39 22.64 14.57 7.07 3.14 aan 68.49 0.54 aavey 14.02 aayey aayey Clayey 10.0 aayey 6.95 12.20 0.77 52.34 22.80 12.77 6.31 3.16 aays 70.30 0.54 Clayey 11.95 aayey a.yey Clayey 10.0 aayey 7 11.00 0.63 52.29 22.97 11.56 5.73 3.18 aays 71.66 0.54 aayey 10.56 aayey aayey Clayey 10.0 aiyey 7.05 10.20 0.47 52.39 23.13 10.77 4.61 3.16 aays 69.79 0.54 aayey 9.62 aayey aayey Clayey 10.0 aayey 7.1 10.20 0.48 52.39 23.29 10.77 4.71 3.17 aays 70.40 0.54 aayey 9.56 aayey aayey Clayey 10.0 aayey 7.15 11.20 0.45 52.05 23.46 11.76 4.02 3.09 a@YS 64.46 0.54 aayey 10.58 aayey aayey Clayey 10.0 aayey 7.2 11.5 0.62 52.07 23.62 12.06 5.39 3.16 airs 69.66 0.54 aayey 10.84 aayey aayey Clayey 10.0 Clayey 7.25 9.2 0.64 53.99 23.79 9.78 6.96 3.33 aays 83.27 O.S4 aavey 8.32 aayey aayey Clayey 10.0 aayey 7.3 8.7 0.5 54.5 23.95 9.29 5.75 3 30 aays 81.19 0.54 a,yey 7.73 aayey aiyey Clayey 10.0 aayey 7.35 9.3 0.45 54.72 24.11 9.89 4.84 323 aa YS 75.14 0.54 aayey 8.32 aayey Clayey Clayey 10.0 aayey 7.4 10.7 0.58 55 24.28 11.29 5.42 3.20 Clays 72.85 0.54 aayey 9.74 aayey aayey Clayey 10.0 aayey 7.45 14.8 0.84 55.07 24.44 15.39 5.68 3.08 Clays 63.97 0.54 aayey 13.98 aayey (Jayet,Clayey 10.0 aayey 7.5 22.3 0.88 55.1 24.61 22.90 395 2.82 Silt Mixtures: clayey silt to stlty clay 47.20 0.54 aayey 21.73 aayey aayey Clayey 10.0 aayey 7.55 15.5 0.7 55.19 24.77 16.10 4.52 3.00 aays 58.S2 0.54 aayey 14.55 aayey aayey Clayey 10.0 aayey 7.6 11.8 0.57 55.33 24.93 12.40 4.83 3.13 a.ys 67.95 0.54 a.yey 10.65 aavey aayey Clayey 10.0 aayey 7.65 14.7 0.61 55.65 25.10 15.30 4.15 3.00 aays 58.67 0.54 aayey 13.57 aayey a,yey Clayey 10.0 aayey 7.7 15.5 0.64 56.1 25.26 16.11 4.13 2.98 aays 57.28 0.54 aayey 14.31 aayey aayey Clayey 10.0 aayey 7.75 15.3 0.7 56.24 25.43 15.91 4.58 3.02 aays 59.68 0.54 aayey 14.03 aayey aayey Clayey 10.0 aayey 7.8 12.7 0.65 56.08 25.59 13.31 5.12 3.13 aays 67.47 0.54 aayey 11.32 aayev aayey Clayey 10.0 aayey 7.85 10.6 0.57 56 25.75 11.20 5.38 3.22 aays 74.62 0.54 aavey 9.13 aayey aayey Clayey 10.0 aavey 7.9 8.9 0.33 56 25.92 9.SO 3.71 3.21 aays 73.46 0.54 aavey 7.37 aayey aayey Clayey 10.0 aayey 7.95 7.6 0.19 56 26.08 8.20 2.50 3.19 aays 72.34 0.54 aavey 6.03 aiyey aayey Clayey 10.0 aavey 8 7.7 0.11 55.95 2625 8.30 1.43 3.06 aays 62.85 0.54 a.vey 6.09 a.yey aayey Clayey 10.0 aayey 8.05 8.7 0.16 56.15 26.41 9.31 1.84 3.06 aays 62.43 0.54 a@yey 7.04 aayey aayey Clayey 10.0 aayey 8.1 11.3 0.45 56.33 26.57 11.91 3.98 3.12 aays 67.18 0.54 aavey 9.56 aayey aayey Clayey 10.0 aavey 8.15 18.1 0.64 57.77 26.74 18.72 3.54 2.90 Silt Mixtures: clayey silt to silty clay St.72 0.54 aayey 16.18 aayey aayey Clayey 10.0 aayey 8.2 23 0.97 58.78 26.90 23.63 4.22 2.85 Silt Mixtures: clayey silt to silty clay 49.18 0.56 aiyey 20.88 aayey aayey Clayey 10.0 aayey 8.25 28.1 1.33 58.83 27.07 28.74 4.73 2.82 Silt Mixtures: clayey silt to silly clay 46.95 0.56 aayey 25.73 aayey aavey Clayey 10.0 aayey 8.3 31.4 1.69 59.02 27.23 32.04 5.38 2.82 SIt Mixtures: clayey silt to silty clay 47.03 0.56 aayey 28.79 aayey aayey Clayey 10.0 aayey Plate Cut ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 30.5 1.78 59.51 27.40 31.14 5.84 2.85 8.4 29.9 1.63 59.8 27.56 30.55 5.45 2.84 8.45 29 1.57 60.31 27.72 29 65 5.41 2.85 8.5 27.9 1.49 60.52 27.89 28.55 5.34 2.86 8.55 26.3 1.33 60.71 28.05 26.96 5.06 2.87 8.6 24.5 1.18 60.17 2822 25.15 4.82 2.88 8.65 24.2 1.15 59.96 28.38 24.85 4.75 2.89 8.7 20.6 0.96 59.51 28.54 21.24 4.66 2.94 8.75 19.4 0.84 59.13 28.71 20.04 4.33 2.95 8.8 18.5 0.67 58.64 2887 19.13 3.62 2.92 8.85 16.3 0.45 58.51 2904 16.93 2.76 2.90 8.9 14.7 0.3 58.32 29.20 15.33 2.04 2.87 8.95 14.6 0.42 57.72 29.36 15.22 2.88 2.96 9 18.6 0.45 57.89 29.53 19.23 2.42 2.82 9.05 20.8 0.79 57.55 29.69 21.42 3.80 2.89 9.1 27.2 1.21 56.81 29.86 27.81 445 2.84 9.15 32.1 1.46 56.75 30.02 32.71 4.55 2.79 9.2 30.5 1.41 57 30.18 31.12 4.62 2.81 9.25 30.2 1.4 56.99 30.35 30.82 4.64 2.82 9.3 32.5 1.57 56.91 30.51 33.11 4.83 2.80 9.35 33.8 1.88 56.98 30.68 34.42 5.56 2.84 9.4 44 2.11 56.91 30.84 44.61 4.80 2.70 9.45 44.1 1.91 53.72 31.00 44.68 4.33 2.67 9.5 39.6 1.92 52.13 31.17 40 16 485 2.74 9.55 35.9 1.73 51.91 31.33 36.46 4.82 2.78 9.6 27.5 1.31 49.75 31.so 28.04 4.76 2.87 9.65 21.8 0.96 49.18 31.66 22.33 4.40 2.94 9.7 18.4 0.78 49.08 31.82 18.93 4.24 3.00 9.75 18.9 0.74 48.61 31.99 19.42 3.92 2.96 9.8 20.9 0.82 47.75 32.15 21.42 3.92 2.93 9.85 23 0.94 47.08 32.32 23.51 4.09 2.90 9.9 26.3 1.04 46.72 32.48 26.80 3.95 2.84 9.95 27 1.25 46.47 32.64 27.50 4.63 2.88 10 24.3 1.29 46.07 32.81 24.80 5.31 2.96 10.05 22.6 1.17 44.66 32.97 23.08 5.18 2.98 10.1 18.1 0.94 44.66 33.14 18.58 5.19 3.07 10.15 16.8 0.65 44.75 33.30 17.28 3.87 3.02 10.2 15.9 0.48 44.59 33.46 16.38 3.02 2.98 10.25 15.8 0.53 44.56 33.63 16.28 3.35 3.02 10.3 17.9 0.63 44.5 33.79 18.38 3.52 2.98 10.35 16.1 0.75 44.44 33.96 16.58 4.66 3.10 10.4 16.6 0.71 44.36 34.12 17.08 4.28 306 10.45 16.7 0.69 44.37 34.28 17.18 4.13 3.05 10.5 19.2 0.85 44.43 34.45 19.68 4.43 3.02 10.55 24.3 1.17 44.51 34.61 24.78 4.81 2.95 10.6 30 1.54 44.38 34.78 30.48 5.13 2.89 10.65 1.43 43.76 34.94 27.17 5.36 2.95 Silt Mixtures: clayey $ilt to silly clay 49.19 0.56 aayey 27.78 Clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 48.45 0.56 aayey 27.07 aayey Clayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty Clay 49.06 0.56 aayey 26.08 aayey aayey Clayey 10.0 aayey SIt Mixtures: clayey silt to illty clay 49.74 0.56 a.yey 24.91 aayey aayey Clayey 10.0 aavey Silt Mixtures: clayey silt to $114 clay 50.13 0.56 aayey 23.28 aayey aayey Clayey 10.0 a.yey Silt Mixtures: clayey silt to,ilty clay So.94 0.56 aayey 21.47 a.yey a.yey Clayey 10.0 aayey Silt Mixtures: clayey slit to stlty clay 51.08 0.56 aayey 21.09 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 54.66 0.56 aayey 17.62 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 54.94 0.56 aayey 16.42 aayey aayey Clayey 10.0 aayey Sit Mixtures: clayey silt to silty clay 53.12 0.56 aayey 15.51 aayey aayey Clayey 10.0 aayey S,lt Mixlures: clayey Iilt to silly clay 52.02 0.56 aiyey 13.41 aayey aayey Clayey 10.0 a.yey S,lt Mixtures: clayey lilt to silly clay 50.29 0.56 aayey 11.87 Clayey aayey Clayey 10.0 aayey aays 55.97 0.56 aayey 11.72 aayey aayey Clayey 10.0 aayey Sitt Mixtures: clayey silt to silty clay 46.99 0.56 aayey 15.30 aayey a.yey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 51.58 0.56 aiyey 17.22 aayey aayey Clayey 10.0 aiyey Silt Mixtures: clayey silt to silly clay 48.22 0.56 aayey 22.90 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 45.22 0.56 aayey 27.19 aayey aayey Clayey 10.0 aayev SIt Mixtures: clayey silt to slity clay 46.63 0.56 aayey 25.64 aayey a.yey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 46.98 0.56 aayey 25.26 aayey aayey Clayey 10.0 Silt Mixtures: clayey R to silty clay 46.26 0.56 a.yey 27.18 aayey aayey Clayey 10.0 Silt Mixtures: clayey filt tosilty clay 48.04 0.56 aayey 28.21 aayey Clayey Clayey 10.0 Silt Mixtures: clayey $ilt to silty clay 40.55 0.56 a.yey 37.05 aayey a.yey Clayey 10.0 Silt Mixtures: clayey silt to silly clay 38.94 0.56 aayey 36.97 aayey Clayey Clayey 10.0 5,lt Mixtures: clayey $ilt to silty clay 42.80 0.56 aayey 32.89 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to sllty clay 44.66 0.56 aayey 29.53 aayey Clayey Clayey 10.0 Silt Mixtures: clayey Sllt to Iilty clay 50.13 0.56 aayey 22.14 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt tolitty clay 54.31 0.56 aayey 17.13 aayey Clayey Clayey 10.0 aays 58.16 0.56 aayey 14.14 aayey Clayey Clayey 10.0 aaA 56.10 0.56 aayey 14.50 Clayey aayey Clayey 10.0 Silt Mixtures: clayey silt to siltÂ¥ clay 53.63 0.56 aayey 16.14 aayey aayey Clayey 10.0 Silt Mixtures: clayey sllt to silty clay 52.08 0.56 aayey 17.84 aavey (layey Clayey 10.0 Silt Mixtures: clayey $lit to silty clay 48.47 0.56 aayey 20.55 aayey aayey Clayey 10.0 Silt Mixtures: clayey illt to silty clay 50.69 0.56 aayey 21.OS aayey a,yey Clayey 10.0 aays 55.81 0.56 aayey 18.70 aayey aiyey Clayey 10.0 aays 57.25 0.56 aiyey 17.20 aiyey Clayey Clayey 10.0 aays 63.45 0.56 aayey 13.38 aayey aayey Clayey 10.0 aays 60.10 O.S6 aayey 12.25 Cayey Clayey Clayey 10.0 aays S7.44 0 56 aIvey 11.45 aayey Clayey Clayey 10.0 aays 59.57 0.56 aayey 11.31 aayey aayey CIayey 10.0 aays 56.94 0.56 aayey 12.98 aayey aayey Clayey 10.0 aays 65.40 0.56 aayey 11.46 Clayey aayey Clayey 10.0 aars 62.93 0.56 aayey 11.81 aayey aayey Clayey 10.0 aays 62.22 0.56 aayey 11.84 aayey aayey Clayey 10.0 aays 59.60 0.56 aayey 13.80 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 55.07 0.56 aavey 17.83 aayey aiyey Clayey 10.0 Silt Mixtures: clayey silt to silly clay St.34 0.56 aayey 22.31 aiyey Clayey Clayey 10.0 Silt Mixtures: clayey lilt to sil aayey Clayey 10.054.94 0.56 Clayey 19.59 aayey ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aayey aiyey a,yey aavey aayey aiyey aayey aayey aayey aayey aiyey aayey aayey aiyey aayey aayey aayey aayey aavey aayey aavey aayey a.yey aayey aayey te C-4 5 of 7 26.6 37.5 43.2 56.8 66.2 59.9 55.8 48.8 55.4 52.4 69.9 54 41.5 39.1 36.6 33.6 33.4 38.1 39.7 37.3 42.1 44 37.5 37.9 45.9 60.4 51.9 56.8 55.9 67.5 66.8 70.1 63.9 55.4 57.9 55.8 60.1 78.8 83.9 84.2 82 66.4 52.8 55.3 36.5 28.1 24.1 10.7 1.28 43.8 35.10 27.07 4.81 2.92 Silt Mixtures: clayey silt to silty clay 53.14 0 56 aayey 19.43 aayey aayey Clayey 10.0 aayey 10.75 1.74 43.93 35.27 37.97 4.64 2.78 Sit Mixtures: clayey silt to silty clay 45 06 0.56 aayey 27.96 aayey aayey Clayey 10.0 aayey 10.8 2.45 43.93 3S.43 4367 5.67 2.80 Silt Mixtures: clayey silt to silty clay 45.84 0.56 aayey 32.34 Clayey aayey Clayey 10.0 aayey 10.85 3.25 43.86 35.60 57.27 5.72 2.71 Silt Mixtures: clayey silt to silly clay 41.09 0.56 Clayey 42.88 aiyey a.yey Clayey 10.0 aayey 10.9 3.49 43.76 35.76 66.67 5.27 2.64 Silt MIxtures: clayey silt to litty clay 37.27 0.56 aayey 50.06 aayey aayey Clayey 10.0 aayey 10.95 4.04 41.54 35.93 60.35 6.74 2.75 Silt Mixtures: clayey silt to silty clay 43.20 0.56 aayey 44.96 aayey aiyey Clayey 10.0 aayey 11 3.25 36.11 36.09 56.19 5.82 2.73 Silt Mixtures: clayey silt to sitty clay 41.89 0.56 aayey 41.61 aayey aayey Clayey 10.0 aayey 11.05 2.53 36.02 36.25 49.19 5.18 2.74 Sit Mixtures: clayey silt to silty clay 42.34 0.56 aayey 36.04 aayey aayey Clayey 10.0 aiyey 11.1 2.38 36.23 36.42 55.79 4 30 2.64 Silt Mixtures: clayey silt to 5114 Clay 37.15 0.56 aayey 40.98 aayey aayey Clayey 10.0 aayey 11.15 2.78 36.32 36.58 52.79 5.31 2.72 Silt Mixtures: clayey silt to litty clay 41.59 0.54 a,yey 38.53 aayey a.yey Clayey 10.0 aayey 11.2 3.38 36.03 36.75 70.29 4.84 2.60 S,It Mixtures: clayey silt to $;Ity clay 35.39 0.54 aayey 51.76 aayey a.yey Clayey 10.0 Clayey 11.25 3.09 34.39 36.91 54.37 5.72 2.74 Silt Mixtures: clayey silt to silty clay 42.49 0.54 aayey 39.45 aayey aayey Clayey 10.0 aayey 11.3 2.45 33.23 37.07 41.86 5.90 2.84 Silt Mixtures: clayey silt to silly clay 48.10 0.54 a.yey 29.81 aayey aayey Clayey 10.0 aayey 11.35 2.02 32.15 37.24 39.45 5.17 2.82 Silt Mixtures: clayey slit to silty clay 46.98 0.54 Clayey 27.89 aayey aayey Clayey 10.0 aayey 11.4 1.72 31.31 37.40 36.94 4 70 2.81 S,lt Mixtures: clayeysilt to sitty clay 46.77 0.54 aayey 25.89 aayey aayey Clayey 10.0 aayey 11.45 1.4 30.34 37.57 33.93 4.17 2.81 Silt Mixtures: clayey silt to silty clay 46.60 0.54 Clayey 23.54 aayey aayey Clayey 10.0 aayey 11.5 1.22 29.44 37.73 33.72 3.65 2.78 Silt Mixtures: clayey silt to silty clay 44.64 0.54 aayey 23.30 aayey aayey Clayey 10.0 aayey 11.55 1.19 28.6 37.89 38.41 3.12 2.68 Silt Mixtures: clayey silt to silty clay 39.64 0.54 aayey 26.72 aayey aayey Clayey 10.0 aayey 11.6 1.07 27.69 38.06 40.00 2.70 2.63 Silt Mixtures: clayey silt to silty clay 36.82 0.54 aayey 27.81 a@yey aayey Clayey 10.0 aayey 11.65 1.26 27.1 38.22 37.59 3.38 2.72 Silt Mixtures: clayey silt to silty clay 41.38 0.54 aayey 25.92 aayey aayey Clayey 10.0 aayey 11.7 1.59 26.3 38.39 42.38 3.78 2.71 Silt Mixtures: clayey silt to silty clay 40.81 0.54 aayey 29.37 aayey aayey Clayey 10.0 aayey 11.75 1.69 25.67 38.55 44.28 3.84 2.70 Silt Mixtures: clayey silt to silty clay 40.31 0.54 aayey 30.66 aayey aayey Clayey 10.0 aayey 11.8 1.38 25.21 38.71 37.77 3.68 2.74 Silt Mixtures: clayey slit to silty clay 42.82 0.54 aayey 25.78 aayey aavey Clayey 10.0 aayey 11.85 1.44 24.72 38.88 38.17 3.80 2.75 Silt Mixtures: clayey silt to silty clay 43.18 0.54 aayey 25.98 aayey aayey Clayey 10.0 aayey 11.9 1.89 21.26 39.04 46.13 4.12 2.71 Silt Mixtures: clayey silt to $ilty clay 40.81 0.54 aayey 31.70 aayey aayey Clayey 10.0 aayey 11.95 2.55 21.21 39.21 60.63 4.22 2.62 Silt Mixture: clayey silt to litty clay 36.46 0.54 aayey 42.10 aayey aayey Clayey 10.0 aayey 12 2.79 21.08 39.37 52.13 5.38 2.75 S,It Mixtures: clayey silt to silly clay 43.09 0.54 aayey 35.81 aayey aayey Clayey 10.0 aayey 12.05 2.54 21.01 39.53 57.03 4.47 2.66 Silt Mixtures: clayey silt to sitty clay 38.50 0.54 aayey 39.21 aayey aayey Clayey 10.0 a,yey 12.1 2.48 20.98 39.70 56.13 4.44 2.67 Silt Mixtures: clayey silt to silty Clay 38.71 0.54 aayey 38.42 aavey aayey Clayey 10.0 aayey 12.15 3.33 21.47 39.86 67.73 4.93 2.64 Silt Mixtures: clayey silt to sitty Clay 37.32 0.54 aayey 46.58 aayey aayey Clayey 10.0 aayey 12.2 3.91 20.87 40.03 67 03 5.85 2.70 Silt Mixtures: clayey silt to sitty clay 40.38 0.54 aavey 45.92 aayey aavey Clayey 10.0 aayey 12.25 4.1 21.07 40.19 70.33 5.85 2.68 Silt Mixtures: clayey silt to silty clay 39.62 0.54 aayey 48.11 aiyey aiyey Clayey 10.0 aayey 12.3 3.95 20.93 40.35 64.13 6.18 2.73 Silt Mixtures: clayey silt to silty Clay 42.19 0.54 aayey 43.55 aayey aayey Clayey 10.0 aayey 12.35 3.86 20.95 40.52 55.63 6.97 2.82 5,lt Mixtures: clayey silt to sitty clay 46.99 0.54 aayey 37.39 aayey aayey Clayey 10.0 aayey 12.4 3.72 20.7 40.68 58.12 6.42 2.78 SIt Mixtures: clayey silt to silty clay 44.74 0.54 aayey 39.02 aayey aayey Clayey 10.0 a.yey 12.45 3.89 19.29 40.85 56.01 6.97 2.82 Silt Mixtures: clayey slit to Iilty clay 46.99 0.54 aayey 37.41 aayey aayey Clayey 10.0 aayey 12.5 4.36 17.29 41.01 60.29 7.25 2.81 Silt Mixtures: clayey silt to sitty clay 46.43 0.54 a.yey 40.29 aayey aayey Clayey 10.0 aayey 12.55 4.89 15.04 41.17 78.96 6.21 2.67 Silt Mixtures: clayey silt to Silty clay 39.08 0.54 aayey 53.18 aavey aayey Clayey 10.0 aayey 12.6 5.15 14.03 41.34 84.05 6.14 2.65 Silt Mixtures: clayey silt to silty clay 37.97 0.54 aayey 56.54 aayey aayey Clayey 10.0 aayey 12.65 4.83 13.25 41.50 84.34 5.74 2.63 Sit Mixtures: clayey silt to silty Clay 36.84 0.54 aayey 56.55 aayey aayey Clayey 10.0 a@yey 12.7 4.63 12.62 41.67 82.14 5.65 2.63 Sm Mixtures: clayey silt to silty clay 37.03 0.54 aayey 54.84 aavey aavey Clayey 10.0 aayey 12.75 4.18 11.73 41.83 66.53 6.30 2.74 Silt Mixtures: clayey silt to sitty clay 42.37 0.54 aayey 43.93 aayey aayey Clayey 10.0 aayey 12.8 3.9 11.06 41.99 52.92 7.39 2.86 Silt Mixtures: clayey silt to silly clay 49.61 0.54 aavey 34.46 aayey aavey Clayey 10.0 aavey 12.85 3.62 4.86 42.16 55.35 6.55 2.81 S,lt Mixtures: clayey Wit to silly clay 46.49 0.54 aayey 36.05 aayey aavey Clayey 10.0 aayey 12.9 2.79 4.92 42.32 36.55 7.64 3.00 aays 58.39 0.54 aayey 23.13 aayey aayey Clayey 10.0 aayey 12.95 1.84 4.82 42.49 28.15 6.55 3.05 aays 61.80 0.54 aayey 17.34 aayey aavey Clayey 10.0 aayey 13 1.44 4.92 42.65 24.15 5 98 3.08 aays 64.22 0.54 aayey 14.57 aayey aavey Clayey 10.0 aayey Plate Cut ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 1.71 5.02 42.81 26.45 6.48 3.07 aays 63.44 0.54 aayey 16.07 Clayey aayey Clayey 10.0 Clayey 13.1 2.25 4.75 42.98 50.45 4.46 2.73 Silt Mixtures: cliyey silt to silty clay 41.88 0.54 aayey 32.15 aayev aayey Clayey 10.0 Clayey 13.15 3.17 4.53 43.14 69.05 4.59 2.63 Silt Mixtures: clayey silt to silty clay 36.90 0.54 aayey 44.51 aayey aayey Clayey 10.0 aayey 13.2 3.57 4.33 43.31 99.05 3.61 2.38 Sand Mixtures: sitty sand to sandy silt 25.71 0.54 2.24 78.67 176.46 1.00 1.9 1.9 Non-Liquefiable 13.25 3.58 4.03 43.47 123.14 2.91 2.25 Sand Mixtures: silty sand to sandy silt 20.67 0.54 1.79 97.67 175.30 1.00 1.9 1.9 Non-Liquefiable 13.3 '4.14 4.01 43.64 118.74 3.49 2.32 Sandi Mixtures: silty sand to sandy silt 23.26 0.54 2.01 94.03 189.33 1.00 1.9 1.9 Non-liquefiable 13.35 4.54 3.91 43.80 111.64 4 07 2.39 Sand Mixtures: silty sand to sandy silt 25.97 0.52 2.27 88.26 200.23 1.00 1.9 1.9 Non-liquefiable 13.4 4.11 3.66 43.96 183.14 2.24 2.05 Sand Mixtures: silly Mnd to sandy silt 1435 O.S2 1.37 144.59 198.33 1.00 1.9 1.9 Non-liqueflable 13.45 2.93 3.5 44.13 238.34 1.23 1.78 Sands: clean to zilty 7.64 0.52 1.09 187.89 204.88 100 1.9 1.9 Non-Liquefiable 13.5 2.77 3.45 44.29 240.14 1.15 1.76 Sands: clean to silty 7.19 0.52 1.08 189.01 203.21 1.00 1.9 1.9 Non-liquefiable 13.55 2.86 3.38 44.46 231.44 1.24 1.79 Sands: clean to silty 7.88 0.52 1.10 181.88 199.79 1.00 1.9 1.9 Non-Liquefiable 13.6 3.08 3.26 44.62 23504 1.31 1.80 Sands: clean to silty 8.19 0.52 1.11 184.43 204.55 1.00 1.9 1.9 Non-Liquefiable 13.65 3.58 3.21 44.78 255.93 1.40 1.80 Sands: clean to silty 8.13 0.52 1. 11 200.52 221.98 1.00 1.9 1.9 Non-Liquefiable 13.7 2.74 2.45 44.95 277.83 0.99 1.66 Sands: clean to silly 545 O.S2 1.01 217.35 220.15 1.00 1.9 1.9 Non-Liquefiable 13.75 2.6 1.9 4S.11 255.62 1.02 1.70 Sands: clean to silty 6.10 0.52 104 199.67 207.08 1.00 1.9 1.9 Non-Liqueliable 13.8 2.64 -1.3 45.28 233.09 1.13 1.76 Sands: clean to silty 7.31 0.52 1.08 181.82 196.21 1.00 1.9 1.9 NonÂ·Liquefiable 13.85 2.38 -1.2 45.44 218.09 1.09 1.77 Sands: clean to silty 7.50 0.52 1.09 169.86 184.38 1.00 1.9 1.9 Non-Liqueflable 13.9 2.84 -1.3 45.60 194.69 1.46 1.90 Sands: clean to silty 10.30 0.52 1.19 151.41 179.48 1.00 1.9 1.9 Non-Liquefiable 13.95 !3.71 -1.22 45.77 184.19 2.01 2.02 Sands: clean to slity 13.43 0.52 1.32 143.03 189.33 1.00 1.9 1.9 Non-Liqueflable 14 I 3.83 -1.31 45.93 231.89 1.6S 1.89 Sands: clean to silty 10.07 0.52 1.18 179.79 211.52 1.00 1.9 1.9 Non-Liqueflable 14.05 3.45 -1.71 46.10 279.58 1.23 1.74 Sands: clean to silty 6.83 0.52 1.06 216.45 230.08 1.00 1.9 1.9 NonÂ·Uquefiable 14.1 2.64 -1.47 46.26 297.58 0.89 1.61 Sands: clean to silty 4.58 0.52 1.00 230.04 230.04 1.00 1.9 1.9 Non-Uquefiable 14.15 I 1.76 -1.01 46.42 299.79 0.59 1.49 Sands: clean to silly 2.64 0.52 1.00 231.40 231.40 1.00 1.9 1.9 Non-Uqueflable 14.2 I 1.23 -0.61 46.59 253.79 0.48 1.49 Sands: clean to silty 2.68 0.52 1.00 195.60 195.60 1.00 1.9 1.9 Non-Liquefiable 14.25 I 1.17 -0.4 46.75 190.80 0.61 1.65 Sands: clean to silty 5.23 0.52 1.00 146.83 147.45 0.55 1.1 1.1 Liquefiable 14.3 1.36 -0.33 46.92 136.60 1.00 1.90 Sands: clean to silly 10.36 0.52 1.19 104.96 124.66 0.38 0.7 0.7 Uquefiable 14.35 1.74 -0.49 47.08 108.99 1.60 2.11 Sand Mixtures: silry sand to sandy silt 16.12 0.52 1.47 83.63 123.24 0.37 0.7 0.7 Uquefiable 14.4 2.2 -1.06 47.24 73.59 2.99 2.43 Sandi Mixtures: silty sand to sandy silt 27.SO 0.52 2.42 56.39 136.65 0.46 0.9 0.9 Liquefiable 14.45 2.56 -1.73 47.41 48.68 5.26 2.82 Silt Mixtures: clayey silt to silty clay 46.98 0.52 aayey 28.39 aayey aayey Clayey 10.0 aayey 14.5 2.19 -2.99 47 57 47.77 4.58 2.78 Silt Mixtures: clayey silt to silty clay 45.04 0.52 aiyey 27.75 aayey Clayey Clayey 10.0 Clayey 14.55 1.92 -3.83 47.74 70.16 2.74 2.42 Sand Mixtures: silty sand to sandy silt 27.07 0.52 2.38 53.55 127.42 0.39 0.8 0.8 liquefiable 14.6 2.24 -4.32 47.90 77.65 2.88 2.40 Sand Mixtures: silty sand to sandy silt 26.41 0.52 2.31 59.18 136.83 0.46 0.9 0.9 Liqueflable 14.65 2.06 -4.49 48.06 99.15 2.08 2.22 Sand Mixtures: silly sand to sandysilt 19.75 0.52 1.72 75.45 13001 0.41 0.8 0.8 Liqueflable 14.7 I 2.12 -5.09 48.23 158.05 1.34 1.94 Sands: clean to lilty 11.43 0.52 1.23 120.08 147.81 0.55 1.1 1.1 Liquefiable 14.75 2.1 -8.13 48.39 178.21 1.18 1.86 Sands: clean to silty 9.57 0.52 1.16 135.22 156.52 0.63 1.2 1.2 Liquefiable 14.8 3.03 -8.82 48.56 212.30 1.43 1.87 Sands: clear to silty 9.71 0.52 1.16 160.85 187.07 100 1.9 1.9 Non-Liquefiable 14.85 1 3.06 -9.73 48.72 279.69 1.09 1.70 Sands: clean to $ilty 6.21 0.52 1.04 211.59 22028 100 1.9 1.9 Non-Liqueflable 14.9 2.94 -10.18 48.88 297.69 0.99 1.65 Sands: clean to silty 5.28 O.S2 1.01 22488 226.25 100 1.9 1.9 Non-Uquefiable 14.95 '2.78 -10.16 49.05 285.59 0.97 1.66 Sands: clean to $;Ity 5.42 0.52 1.01 215.44 218.00 100 1.9 1.9 Non-Liquefiable 15 2.63 -10.24 49 21 246.39 1.07 1.74 Sands: clear to silty 6.81 0.52 1.06 185.62 197.16 1.00 1.9 1.9 Non-Liquefiable 15.05 1 2.34 -10.04 49.38 221.69 1.06 1.77 Sands: dean to silty 7.40 O.S2 1.08 166.78 180.51 1.00 1.9 1.9 Non-Liquefiable 15.1 2.17 -9.75 49.54 193.39 1.12 1.83 Sands: clean to Iilty 8.72 O.so 1.13 145.30 163.78 1.00 2.0 2.0 Non-Uquefiable 15.15 2.33 -9.64 49.70 175.SO 1.33 1.91 Sands: clean to silty 10.63 0.so 1.20 131.67 157.76 0 65 1.3 1.3 Liquefiable 15.2 2.76 -9.55 49.87 181.40 1.52 1.94 Sands: clean to silly 11.44 0.50 1.23 135.90 167.37 1.00 2.0 2.0 Non-Uquefiable 15.25 3 -9.87 50.03 225.09 1.33 1.84 Sands: clean to silty 8.90 0.50 1.13 168.39 190.91 1.00 2.0 2.0 Non-Uqueflable 26.4 50.4 69 99 123.1 118.7 111.E 183.1 238.2 240.1 231.4 235 255.5 277.E 255.E 233.1 218.1 194.7 1 84.2 231.6 279.E 297.E 299.E 253.E 190.E 136.E 109 73.6 48.7 47.8 70.2 77.7 99.2 158.1 178.2 212.4 279.E 297.E 285.7 246.E 221.E 193.f 175.â‚¬ 181.E 225.9 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 5 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:Il.45 Soil Prof le Ground Surface Elevation: ft rhlcknes Unit Wt.Bottom (SV)"/ Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPTType: - Diameter: -mm Area: -Cm' Area Ratio:| 0.85 | Pen. Rate: -cm/sec Position Piezoelem.:behind tip (CPTU) 3 60 3.600 (35.7) 4 60 3.600 (10) 5 60 3.600 (0.85) 6 60 3.600 (2) 7 60 3.600 (behind tip)8 0Â§*m 999 ***$***t (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimated Meas. Tip gde Dvn. Pore Corr. Tip Friction SBT Index SBT Flies Cyclic Soil Depth Resist, g Friction, f,Pressure Depth Resist, q,Ratio Ic aassification Content Stress aass,f. (rn)(tsO (tsf)(psi) (ft) (tsf)Rf(%) 11 (%)Ratio Factor 0.05 11.20 0.00 0.28 0.16 11.20 0.00 2.55 Sand Mixtures: silty sand to sandy silt 33.05 0.38 3.04 0.1 108.70 3.75 0.34 0.33 108.70 3.45 2.16 Sand Mixtum: silty sand to sandy silt 17.66 0.38 1.57 0.15 240.10 3.88 0.16 0.49 240.10 1.62 1.69 Sands: clean to silly 6.00 0.38 1.03 0.2 273.30 4.00 0.11 0.66 273.30 1.46 1.63 Sands: clean to silry 4.82 0.38 1.00 0.25 279.90 4.25 0.07 0.82 279.90 1.52 1.64 Sands: clean to silty 4.96 0.38 1.00 0.3 315.70 4.45 0.10 0.98 315.70 1.41 1.58 Sands: clean to silty 4.06 0.38 1.00 0.35 252.60 4.49 2.91 1.15 252.63 1.78 1.72 Sands: clean to silly 6.45 0.38 1.05 0.4 197.10 4.51 126.27 1.31 198.46 229 1.87 Sands: clean to silty 9.62 0.38 1.16 | 0.45 125.60 4.57 136.57 1.48 127.07 3.64 2.14 Sand Mixtures: sllty sand to sandy s,It 17.14 0.38 1.54 10.5 86.50 4.67 31.03 1.64 86.84 5.40 2.38 Sand Mixtures: silty sand to sandy silt 25.44 0.38 2.22 | 0.55 106.00 4.71 18.91 1.80 106.20 444 2 26 Sand MIxture,Â· silty sand to sandy silt 20.93 0 38 182 0.6 114.70 4.78 12.81 1.97 114.84 4.17 2.21 Sandi Mixtures: silty sand to grdy silt 19.47 0.38 1.70 0.65 225.20 3.26 13.07 2.13 225.34 1.45 167 Sands: clear to silty 5.55 0.38 102 0.7 230.00 3.23 11.03 2.30 230.12 140 1.65 Sands: clean to silty 5.27 0.38 1.01 0.75 147.70 3.20 6.85 2.46 147.77 2.17 1.92 Sands: clean to silty 10.83 0.38 1.21 0.8 82.40 3.15 5.17 2.62 82.46 3.82 2.27 Sand Mixtures: silly sand to sandy silt 21.33 0.38 1.85 0.85 50.80 2.78 4.27 2.79 50.85 5.47 2.S2 Sand Mixtures: silty sand to sandy silt 31.59 0.38 2.87 0.9 33.60 2.42 5.50 2.95 33.66 7.20 2.73 5,It Mixtures: clayey silt to Iilty clay 41.91 0.38 aayey 0.95 32.10 2.17 7.08 3.12 32.18 6.76 2.72 S,It Mixtures: clayey silt to silty clay 41.49 0.38 aayey 1 31.40 2.06 7.13 3.28 3148 6.S6 2.72 Silt Mixtures: clayey silt to s,Ity clay 41.31 0.38 aayey 1.05 28.50 2.14 6.83 3.44 28.57 7.51 2.79 Silt Mixtures: clayey silt to silty clay 4S.31 0 38 Clayey 1.1 27.70 2.12 7.07 3.61 27.78 7.65 2.80 SIt Mixtures: clayey silt to silly clay 46.15 0.38 Clayey 1.15 27.10 2.09 6.84 3.77 27.17 7.71 281 Silt Mixtures: clayey silt to silty clay 46.67 0.38 a/yey 1.2 27.20 2.09 6.75 3.94 27.27 7.68 2.81 SIt Mixtures: clayey silt to silty clay 46.54 0.38 aayey 1.25 27.20 2.11 6.43 4.10 27.27 7.76 281 Silt Mixtures: clayey litt to silty clay 46.73 0.38 aayey ALBUS-KEEFE & ASSOCIATES, INC. Uquefaction Analysis Corrected Factor of Uquefaction q aâ€žfor Fines CRR,.5*MSF Safety Susceptibility (q,1,1)a Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 16.94 51.55 0.13 NA NA Above High GWL 164.39 258.57 1.00 NA NA Above High GWL 363.10 375.30 1.00 NA NA Above High GWL 413.31 413.31 1.00 NA NA Above High GWL 423.29 423.29 1.00 NA NA Above High GWL 477.43 477.43 1.00 NA NA Above High GWL 382.00 400.92 1.00 NA NA Above High GWL 298 07 345.61 1.00 NA NA Above High GWL 189.94 292.13 1.00 NA NA Above High GWL 130.81 289.98 1.00 NA NA Above High GWL 160.30 291.08 1.00 NA NA Above High GWL 173.46 295.17 1.00 NA NA Above High GWL 340.57 346.30 1.00 NA NA Above High GWL 347.83 349.78 1.00 NA NA Above High GWL 223.36 269.42 1.00 NA NA Above High GWL 124.61 230.30 1.00 NA NA Above High GWL 76.82 220.64 1.00 NA NA Above High GWL 50.81 aayey aiyey NA NA Above High GWL 48.54 aayey aayey NA NA Above High GWL 47.49 aayey a.yey NA NA Above High GWL 43.10 aayey aayey NA NA Above High GWL 41.89 aayey aayey NA NA Above High GWL : 40 98 aayey aayey NA NA Above High GWL 41.13 aayey aayey NA NA Above High GWL 41.13 aayey aayey NA NA Above High GWL Plate C-5 1 of 7 1.3 26.70 2.09 6.22 4.27 26.77 7.83 2.82 Silt Mixtures: clayey silt to silly clay 47.23 0.38 aayey 40.38 aayey 0@yey NA NA Above High GWL 1.35 25.80 2.00 6.17 4.43 2S.87 7.75 2.83 Silt Mixtures: clayey silt to silty clay 47.63 0.38 aiyey 39.02 aayey aayey NA NA Above High GWL 1.4 23.80 1.90 6.13 4.59 23.87 7.98 2 63 Silt Mixtures: clayey silt to slity clay 36.61 0.38 aâ€¢yey 85.36 aayey aayey NA NA Above High GWL 1.45 23.30 1.83 6.37 4.76 23.37 7.85 2.63 Silt Mixtures: clayey silt to silty clay 37.07 0.38 aayey 80.63 aayey Clayey NA NA Above HiSh GWL 1.5 22.20 1.72 6.32 4.92 22.27 7.75 2.65 Silt Mixtures: clayey silt to silty clay 37.94 0.36 aayey 74.18 aayey aayey NA NA Above High GWL 1.55 21.00 1.62 6.36 5.09 21.07 7.71 2.67 Silt Mixtures: clayey silt to silty clay 39.11 0.36 aayey 67.83 aavey aayey NA NA Above High GWL 1.6 19.70 1.54 6.66 5.25 19.77 7.82 2.71 Silt Mixture$: clayey silt to silty clay 40.75 0.36 a.yey 61.55 a@Yey aayey NA NA Above High GWL 1.65 19.10 1.48 6.78 5.41 19.17 7.75 2.72 Silt Mixtures: clayey sitt to silty clay 41.52 0.36 aiyey S7.80 aayey aayey NA NA Above High GWL 1.7 18.00 1.38 6.65 5.58 18.07 7.67 2.74 Silt Mixtures: clayey silt to silty clay 42.71 0.36 aayey 52.79 aayey aayey NA NA Above High GWL 1.75 16.50 1.17 6.00 5.74 16.56 7.09 2.7S Silt Mixtures: clayey silt to,ilry clay 43.16 0.36 aayey 46.90 aayey aayey NA NA Above High GWL 1.8 15.90 1.06 6.32 5.91 15.97 6.67 2.75 Silt Mixtum: clayey slit to silty clay 43.13 0.36 aiyey 43.87 aayey aayey NA NA Above High GWL 1.85 16.30 1.07 6.84 6.07 16.37 6.56 2.75 Silt Mixtures: clayey Bilt to zilty clay 42.89 0.36 aayey 43.76 a,yey aayey NA NA Above High GWL 1.9 17.30 1.24 6.92 6.23 1737 7.17 2.76 Silt Mixtures: clayey silt to silty clay 43.93 0.36 aayey 45.25 aayey aayey NA NA Above High GWL 1.95 18.00 1.40 6.50 6.40 18.07 7.78 2.79 Silt Mixtures: clayey silt to silty clay 45.22 0.36 aavey 45.89 aayey aayey NA NA Above High GWL 2 18.70 1.46 6.09 6 56 18.77 7.81 2.78 S,lt Mixtures: clayey silt to silty clay 45.08 0.36 aayey 46.50 aayey aayey NA NA Above High GWL 2.05 18.80 1.45 5.83 6.73 18.86 7.71 2.79 Silt Mixtures: clayey lilt to silty clay 45.18 0.36 aiyey 45.59 Clayey aayey NA NA Above High GWL 2.1 18.70 1.46 5.79 6.89 18.76 7.81 2.80 Sit Mixtures: clayey silt to silty clay 45.91 0.36 aavey 44.24 aayey aayey NA NA Above High GWL 2.15 17.90 1.38 5.66 7.05 17.96 7.71 2.81 S,It Mixtures: clayey silt to silty clay 46.83 0.36 aa yey 41.29 aayey aayey NA NA Above High GWL 2.2 17.50 1.27 5.61 7.22 17.56 7.26 2.81 Silt Mixtures: clayey Iilt to silty clay 46.49 0.36 aayev 39.41 aavey aayey NA NA Above High GWL 2.25 15.50 1.19 5.57 7.38 15.56 7.68 2.87 Silt Mixtures: clayey $1lt to silly clay SO.21 0.36 aayey 34.00 aayey aayey NA NA Above High GWL 2.3 13.70 1.05 5.51 7.55 13.76 7.66 2.92 Silt Mixtures: clavey illt to silly clay 53.03 0.36 aayey 29.26 aayey aayey NA NA Above High GWL 2.35 12.40 0.97 5.64 7.71 12.46 7.82 2.96 aars 55.95 0.36 aayey 25.81 Clayey aayey NA NA Above High GWL 2.4 12.00 0.92 5.61 7.87 12.06 7.67 2.97 aays 2.45 11.90 0.86 5.62 8.04 11.96 7.23 2.96 aays 2.5 11.60 0.81 5.70 8.20 11.66 6.98 2.97 aays 2.55 10.80 0.76 5.72 8.37 10.86 7.04 3.00 aays 2.6 10.80 0.73 5.85 8.53 10.86 6.76 2.99 aays 2.65 10.40 0.70 5.89 8.69 10.46 6.73 300 aays 2.7 10.10 0.70 5.89 8.86 10.16 6.93 3.02 aays 2.75 9.80 0.67 5.89 9.02 9.86 6.84 3.03 aays 2.8 9.70 0.67 5.98 9.19 9.76 6.91 3.05 aays 2.85 9.20 0.66 5.90 9.35 9.26 7.17 308 aays 2.9 8.70 0.66 5.98 9.51 8.76 7.59 3.12 aaYS 2.95 8.60 0.63 5.98 9.68 8.66 7.33 3.12 aays 3 8.70 0.64 5.98 9.84 8.76 7.36 3.12 aays 3.05 9.40 0.65 6.14 1001 9.47 6.91 3.07 aars 3.1 9.60 0.63 7.11 10.17 9.68 6.56 3.05 aays 3.15 9.70 0.58 8.12 10.33 9.79 5.98 3.03 aars 3.2 8.10 0.55 8.74 10.50 8.19 6.79 3.13 aays 3.25 7.90 0.55 9.13 10.66 8.00 6.96 3.15 aavs 3.3 8.50 0.56 9.17 10.83 8.60 6.59 3.11 aays 3.35 8.50 0.57 9.36 10.99 8.60 6.71 3.12 aays 3.4 9.00 0.56 9.36 11.15 9.10 6.22 3.08 aays 3.45 9.00 0.57 9.36 11.32 9.10 6.33 3.09 aays 3.5 8.80 0.56 9.79 11.48 8.91 6.36 3.11 aays 3.55 8.50 0.54 9.74 11.65 8.61 6.35 3.12 aays 3.6 0.54 9.75 11.81 8.51 6.43 3.13 aays 56.70 0.36 aayey 24 40 aayey aayey NA NA Above High GWL 56.08 0.36 aayey 23.73 aayey aayey Clayey 10.0 aayey 56.19 0.38 a.yey 22.86 Clayey aayey Clayey 10.0 Clayey 58 19 0.38 aayey 20.99 aiyey aayey Clayey 10.0 Clavey 57.61 0.38 aayey 20.77 aayey aayey Clayey 10.0 aayey 58.64 0.38 aayey 19.76 aayey aayey Clayey 10.0 aayey 60.18 0.38 aiyey 18.96 aayey aavey Clayey 10.0 aayey 60.87 0.38 Clayey 18.17 aayey aayey Clayey 10.0 aayey 61.58 0.40 a,yey 17.79 aavey aayey Clayey 10.0 aayey 63.95 0.40 aayey 16 65 aayey aayey Clayey 10.0 aayey 66.87 0.40 Cliyey 15.52 aayey aayey Clayey 10.0 Clayey 66.68 0.40 aayey 15.18 aayey Clayey Clayey 10.0 aayey 66.73 0.40 aayey 15.21 aayey aayey Clayey 10.0 aayey 63.64 0.40 aayey 16.36 aayey a.yey Clayey 10.0 a.yey 62.26 0.42 aiyey 16.57 aayey aayey Clayey 10.0 aayey 60.35 0.42 aayey 16.59 aayey aayey Clayey 10.0 a,yey 68.01 0.42 aayey 13.53 aayey aayey Clayey 10.0 aayey 69.52 0.42 aayey 13.04 aayey aiyey Clayey 10.0 aayey 66 SS 0.42 aayey 13.98 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey Cliyey Clayey 10.0 aayey aayey Clayey 10.0 aayey a.yey Clayey 10.0 aayey Clayey Clayey 10.0 aiyey 67.18 042 aayey 13.85 aayey 64.30 0.42 aayey 14.59 aavey 64.91 0.42 aayey 14.46 aayey 65.87 0.44 Clayey 13.98 aayey 67.05 0.44 aayey 13.33 aayey 67.88 0.44 aayey 1304 aayey aayey ALBUS-KEEFE & ASSOCIATES,INC. Clayey 10.0 diA aayey 2 of 7 7.70 15.10 14.60 13.70 3.65 0.53 9.66 11.98 7.80 6.88 3.19 aays 72.17 0.44 aayey 11.74 aayey aayey Clayey 10.0 aayey 3.7 7.30 0.50 9.78 12.14 7.41 6.85 3.21 aays 73.97 0.44 aayey 10.97 aayey aayey Clayey 10.0 aavey 3.75 7.60 0.49 10.02 12.30 7.71 6.45 3.18 aars 71.67 0.44 aayey 11.36 aayey aavey Clayey 10.0 aayey 3.8 8.40 0.47 11.32 1247 8.52 5.60 3.11 CIays 65.98 0.44 aayey 12.57 aayey a.yey Clayey 10.0 aiyey 3.85 8.60 0.49 12.42 12.63 8.73 5.70 3.11 aays 65.93 0.44 aayey 12.79 aayey aayey Clayey 10.0 aayey 3.9 9.00 0.50 12.40 12 80 9.13 5.56 3.08 aays 64.37 0.44 a.yey 13.32 a.yey a.yey Clayey 10.0 aayey 3.95 9.10 0.52 12.37 12.96 9.23 5.71 3.09 aays 64.87 0.46 aayey 13.36 aayey aayey Clayey 10.0 aayey 4 9.20 0.54 12.34 13.12 9.33 5.87 3.10 aays 65.35 0.46 aiyey 13.41 aayey aayey Clayey 10.0 aayey 4.05 9.10 0.53 12.37 13.29 9.23 5.82 3.10 aays 65.73 0.46 a,yey 13 13 aayey aayey Clayey 10.0 a.yey 4.1 8.60 0.53 12.37 13.45 8.73 6.16 3.14 aays 68.77 0.46 aayey 12.23 aayey aayey Clayey 10.0 a,yey 4.15 8.60 0.53 12.45 13.62 8.73 6.16 3.15 aays 69.01 0.46 aayey 12.13 aayey aayey Clayey 10.0 aaye, 4.2 9.10 0.54 12.55 13.78 9.24 5.93 3.12 aays 66.81 0.46 aayey 12.80 aayey aayey Clayey 10.0 aayey 4.25 9.50 0.54 12.74 13.94 9.64 5.68 3.09 aays 64.93 0.46 Clayey 13.30 aayev aayey Clayey 10.0 aayey 4.3 9.20 0.59 12.86 14.11 9.34 6.41 3.14 aays 68.59 0.46 aavey 12.74 aayey aayey Clayey 10.0 a,yey 4.35 9.30 0.55 13.48 14.27 9.45 5.91 3.12 0@YS 66.79 0.46 aayey 12.78 a.yey a.yey Clayey 10.0 aayey 4.4 9.30 0.60 14.27 14.44 9.45 6.45 3.15 aays 68 86 0.46 aayey 12.68 aayey aayey Clayey 10.0 aayey 4.45 9.60 0.65 14.51 14.60 9.76 6 77 3.15 aays 69.20 0.48 aayey 13.02 aayey aayey Clayey 10.0 aayev 4.5 9.20 0.59 14.52 14.76 9.36 6.41 3.15 aays 69.50 0.48 aayey 12.32 aayey aayey Clayey 10.0 aayey 4.55 8.40 0.52 14.52 14.93 8.56 6.19 3.18 aays 71.74 0.48 a.yey 11.04 aayey a.yey Clayey 10.0 aayey 4.6 6.90 0.44 14.70 15.09 7.06 6.38 3.28 aays 79.15 0.48 aaye,8.76 Clayey 10.0 aayeyaayeyaiyey 4.65 6.80 0.42 15.24 15.26 6.96 6.18 3.28 aays 79.22 0.48 aayey 8.54 aayey aayey Clayey 10.0 aayey 4.7 6.80 0.44 15.89 15.42 6.97 6.47 3.29 aays 80.55 0.48 aayey 8.47 aayey aayey Clayey 10.0 aayey 4.75 7.80 0.48 16.39 15.58 7.98 6.15 3.22 aays 74.96 0.48 aayey 9.83 aayey aiyey Clayey 10.0 aayey 4.8 8.00 0.52 16.66 15.75 8.18 6.50 3.23 aays 75.59 0.48 aayey 10.03 aayey aayey Clayey 10.0 aayey 4.85 8.30 0.56 16.63 15.91 8.48 6.75 3.23 aays 75.46 0.48 aayey 10.38 aayey aayey Clayey 10.0 aayeY 4.9 8.40 0.60 17.07 1608 8.58 7.14 3.25 aays 76.60 0.48 a.yey 10.43 aaverY aayey Clayey 10.0 aayey 4.95 9.80 0.66 17.20 16 24 9.99 6.73 3.17 aays 70.68 0.48 aayey 12.30 aayey aayey Clayey 10.0 aayey 5 10.30 0.70 16.68 16.40 10.48 6.80 3.16 aays 69.61 0.48 a,yey 12.90 aayey aayey Clayey 10.0 aayey 5.05 9.50 0.68 16.01 16.57 9 67 7.16 3.21 aays 73.41 0.50 a.yey 11 70 aayey aayey Clayey 10.0 aayey 5.1 8.50 0.61 15.56 16.73 8.67 7.18 3.25 aays 77.27 0.50 aayey 10.25 a,yey aayey Clayey 10.0 aayey 5.15 8.20 0.55 15.64 16.90 8.37 6.71 3.25 aays 77.17 0.50 aayey 9.76 aayey aiyey Clayey 10.0 aayey 5.2 8.90 0.56 16.07 17.06 9.07 6.29 3.20 aays 73.28 0.50 aayey 10.63 aayey aayey Clayey 10.0 aavey 5.25 10.80 0.65 16.37 17.22 10.98 6.02 3.12 aays 66.65 O.So aayey 13.10 aayey aayey Clayey 10.0 aayey 5.3 11.30 0.79 15.50 17.39 11.47 6 99 3.14 aays 68.74 O.so aayey 13.67 aayey aavey Clayey 10.0 aavey 5.35 12.30 0.88 13.20 17.55 12.44 7.15 3.12 aays 67.04 0.50 aavey 14.89 aavey aaye,Clayey 10.0 aayey 5.4 12.70 0.95 12.25 17.72 12.83 7.48 3.12 aays 67.31 0.50 aavey 15.32 aayey aayey Clayey 10.0 aavey 5.45 13.60 1.05 10.10 17.88 13.71 7.72 3.11 aays 66.31 O.so a.yey 16.38 aayey aayey Clayey 10.0 aayey 5.5 13.20 0.98 10.15 18.04 13.31 7.42 3.11 aays 66.45 O.so aayey 15.75 aayey aavey Clayey 10.0 aayey 5.55 12.80 0.94 11.08 18.21 12.92 7.34 3.12 aays 67.24 0.50 aayey 15.13 aayey aavey Clayey 10.0 aayey 5.6 13.80 0.97 10.97 18.37 13.92 7.03 3.09 aays 64.43 0.50 aayey 16.31 aayey aiyey Clayey 10.0 aayey 5.65 15.80 1.11 10.22 18.54 15.91 7.03 3.04 aays 61.09 0.50 aayey 18.75 aayey aayey Clayey 10.0 aayey 5.7 16.30 1.14 10.42 18.70 16.41 6.99 3.03 aays 60.38 0.SO aayey 19.26 aayey aayey Clayey 10.0 aayey 5.75 16.60 1.16 10.80 18.86 16.72 6 99 3.02 aays 60.07 0.50 aayey 19.51 aiyey aavey Clayey 10.0 aavey 5.8 15.60 1.12 10.81 19.03 15.72 7.18 3.06 aays 62.35 0.52 aayey 18.13 aayey aayey Clayey 10.0 aayey 5.85 1.05 10.67 19.19 15.22 6.95 3.06 aays 62.67 0.52 aayey 17.38 aayey a.yey Clayey 10.0 aayey 5.9 0.90 10.47 19.36 14.71 6.16 3.04 aays 61.22 0.52 aayey 16.65 aayey Clayey Clayey 10.0 aayey 5.95 0.77 10.39 19.52 13.81 5.62 3.04 aays 61.20 0.52 aayey 15.43 aayey aayey Clayey 10.0 aayey Plate C-5 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 12.00 0.66 10.36 19.69 12.11 5.50 3.09 6.05 9.80 0.57 10.37 19.85 9.91 5.82 3.19 6.1 8.10 0.42 10.50 2001 8.21 5.19 3.24 6.15 7.80 0.44 10.71 20.18 7.92 5.64 3.28 6.2 7.30 0.50 10.88 20.34 7.42 6.85 3.37 6.25 7.70 0.51 12.06 20.51 7.83 6.62 3.34 6.3 8.30 0.55 12.12 20.67 8.43 6.63 3.31 6.35 8.70 0.52 12.05 20.83 8.83 5.98 3.26 6.4 8.40 0.63 11.63 21.00 8.53 7.SO 3.34 6.45 11.40 0.85 12.22 21.16 11.53 7.46 3.22 6.5 21.30 1.24 13.04 21.33 21.44 5.82 2.91 6.55 25.10 1.43 11.88 21.49 2S.23 5.70 2.85 6.6 25.70 1.19 9.72 21.65 25.80 4.63 2.78 6.65 26.30 1.14 9.65 21.82 26.40 4.33 2.76 6.7 27.70 1.29 10.47 21.98 27.81 4.66 2.76 6.75 39.00 1.59 9.32 22.15 39.10 4.08 2.61 6.8 52.20 1.62 6.43 22.31 52.27 3.10 2.45 6.85 80.90 1.59 5.13 22.47 80.96 1.97 2.17 6.9 99.10 1.40 3.54 22.64 99.14 1.41 2.01 6.95 90.00 1.39 2.46 22.80 90.03 1.54 2.07 7 72.00 1.59 1.39 22.97 72.02 2.21 2.2S 7.05 67.60 1.27 1.21 23.13 67.61 1.88 2.22 7.1 65.40 1.47 0.97 23.29 65.41 2.25 2.28 7.15 56.00 1.76 1.00 23.46 56.01 3.14 2.44 7.2 38.1 1.71 0.96 23.62 38.11 4.49 2.66 7.25 25.7 1.58 0.91 23.79 25.71 6.15 2.89 7.3 23.6 1.43 1.51 23.95 23.62 6.06 2.92 7.35 24.7 1.29 1.87 24.11 24.72 5.22 2.86 7.4 48.3 1.49 2.36 24.28 48.33 3.08 2.48 7.45 49.3 1.62 2.02 24.44 49.32 3.29 2.so 7.5 34.9 1.37 2.18 24.61 34.92 3.93 2.66 7.55 25.3 1.18 2.92 24.77 25.33 4.66 2.82 7.6 21.9 0.96 3.35 24.93 21.94 4.38 2.86 7.65 22.2 0.89 3.78 25.to 22.24 4.01 2.83 7.7 25.5 0.95 4.11 25.26 2S.54 3.73 2.76 7.75 28.8 1.27 4.49 25.43 28.85 4.41 2.77 7.8 32.6 1.58 4.97 25.59 32.6S 4.8S 2.76 7.85 36.1 1.92 5.22 25.75 36.16 S.32 2.75 7.9 34.1 2.13 5.63 25.92 34.16 6.25 2.82 7.95 31.5 1.83 5.94 26.08 31.56 5.81 2.83 8 29.8 1.71 6.11 26.25 29.87 5.74 2.85 8.05 25.6 1.56 5.98 26.41 25.66 6.09 2.92 8.1 24.7 1.39 6.32 26.57 24.77 5.63 2.91 8.15 22.6 1.21 6.44 26.74 22.67 5.35 2.93 8.2 22.6 1.27 6.66 26.90 22.67 5.62 2.94 8.25 24.9 1.57 6.79 27.07 24.97 6.31 2.95 8.3 1.93 6.73 27.23 29.67 6.52 2.90 aays 64.59 0.52 aayey 13.25 aayey aayey Clayey 10.0 aiyey aays 72.09 0.52 aayey 10.48 aayey aayey Clayey 10.0 aayey aays 76.32 0.52 aayey 8.35 aayey aayey Clayey 10.0 aayey aays 79.78 0.52 aayey 7.93 aavey aayey Clayey 10.0 aavey aays 87.09 0.52 aayey 7.28 aayey aayey Clayey 10.0 aayey aays 84.44 0.52 aayey 7.70 aayey aayey Clayey 10.0 aayey aays 81.84 0.52 aaye,8.36 aayey a,Yey Clayey 10.0 aayev aays 77.99 0.52 aayey 8.77 aiyey a.yey Clayey 10.0 aayey aays 84.79 0.52 aayey 8.36 aayey aayey Clayey 10.0 aiyey aays 74.32 0.52 aiyey 11.79 aayey aayey Clayey 10.0 aayey S,It Mixtures: clayey R to sitty clay 52.74 0.52 aayey 23.18 aayey aayey Clayey 10.0 aiyey S,It Mixtures: clayey silt to Silty clay 48.94 0.52 aayey 27.42 aayey aiyey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 44.93 0.52 a.yey 27.94 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 43.49 0.52 aayey 28.47 Clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 43.78 0.52 aayey 29.89 aayey aayey Clayey 10.0 a.yey Silt Mixtures: clayey slit to silty clay 35.72 0.52 Clayey 42.45 aayey aayey Clayey 10.0 aayey Sand Mixtures: lilty $and to sandy $itt 28.44 0.54 2.52 53.73 135.52 0.45 0.8 0.8 liquefiable Sand Mixtures: $1!ty sand to sandy litt 18.07 0.54 1.60 83.05 132.94 0.43 0.8 0.8 Uquefiable Sand$: clean to Sitty 13.19 0.54 1.31 101.47 133.11 0.43 0.8 0.8 Uquefiable Sand Mixtures: Illry sand to landy Iilt 14.84 0.54 1.40 91.91 128.52 0.40 0.7 0.7 Liqueflable Sand Mixtures: stlty land to undy silt 20.60 0.54 1.79 73.34 131.20 0.42 0.8 0.8 Uquefiable Sand Mixtures: stlty sand to $andy Bill 19.65 0.54 1.72 68.68 117.83 0.34 0.6 0.6 Liquefiable Sand Mixtures: silty sand to landy silt 21.94 0.54 1.90 66.27 125.88 0.38 0.7 0.7 liquefiable Sand Mixtures: silty Band to Iandy silt 27.92 0.54 2.47 56.60 139.64 0.48 0.9 0.9 Uquefiable Silt Mixtures: clayey silt toillry clay 38.39 0.54 aayey 39.45 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to illty clay St.46 0.54 aavey 25.97 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay S3.16 0.54 aaye,23.59 aayey a,yey Clayey 10.0 aiyey Silt Mixtures: clayey WIt to silty clay 4952 0.54 aayey 24.63 aayey aayey Clayey 10.0 aayey Sand Mixtures: silty sand to sandy silt 29.88 0.54 2.68 48.21 129.14 0.41 0.8 0.8 Liqueflable Sand Mixtures: siltv sand to undy :It 30.48 0.54 2.75 49.08 134.74 0.45 0.8 0.8 Liquefiable Silt Mixtures: clayey silt to silty clay 38.34 0.54 aayey 34.88 Gayey aayey Clayey 10.0 aayey Silt Mixtures: dayey silt to silty clay 47.45 0.54 aayey 24.73 aayey aayey Clayey 10.0 Cave, SIt Mixtures: clayey R to silly clay 49.62 0.54 aayey 21.08 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey W to slity clay 47.90 0.54 aayey 21.28 aayey aayey Clayey 10.0 aayey Silt Mixtures: dayey silt to silly clay 43.86 0.54 aayey 24.54 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 44.26 0.54 aayey 27.78 aavey aavey Clayey 10.0 aayey Silt Mixtura: clayey silt to silty clay 43.54 0.54 aayey 31.49 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 43.31 o.s4 aayey 34.86 aayey aayey Clayey 10.0 aayey Sitt Mixtures: clayey silt to silry Clay 47.34 0.54 aayey 32.67 aayey aayey Clayey 10.0 aayey Sllt Mixtures: clayey sllt to silty clay 47.67 0.54 aavey 29.91 aayey aayey Clayey 10.0 aayey Slt Mixtures: clayey silt to silty clay 48.67 0.54 aayey 28.07 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 53.14 0.54 aayey 23.77 a,yey a.yey Clayey 10.0 a.yey Silt Mixtures: clayey silt to $ilty clay 52.55 O.S4 aayey 22.77 aayey aavey Clayey 10.0 aayey Silt Mixtures: clayey silt to $ilty clay 53.76 0.54 aayey 20.59 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to lilty clay 54.79 0.56 aayey 20.49 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey filt to silty Clay 54.87 0.56 aayey 22.62 aayey aiyey Clayey 10.0 aayey SIt Mixtures: clayey silt to silt, ALBUS-KEEFE & ASSOCIATES, INC. 51.80 0.56 a.yey 27.05 aayey aayey Clayey aayey 4 of 7 33.6 37.2 38.7 38 37.2 35.8 34.1 31.6 30.3 32.8 35.2 38.3 42.1 43.6 38.8 36.2 35 35.9 35.3 31.5 28.8 29.5 32.3 35.8 35.3 34.4 34.5 31.6 30.6 29.4 27.3 25.4 24.9 31.9 31.6 30.4 26.3 26 23.3 22 22.5 23.8 23.4 19.5 23.4 30.3 50.9 8.35 2.14 6.92 2740 33.67 6.37 2.85 Silt Mixtures: clayey silt to silty clay 48.84 0.56 aayey 30.77 aayey aayey Clayey 10.0 aayey 8.4 2.28 7.17 27.56 37.28 6.13 2.80 Silt Mixtures: clayey silt to silly clay 46.24 0.56 aayey 34.07 aayey aayey Clayey 10.0 aayey 8.45 2.32 7.3 27.72 38.78 S.99 2.79 Silt Mixtures: clayey silt to silty clay 45.18 0.56 aayey 35.34 aayey aayey Clayey 10.0 a.yey 8.5 2.25 7.38 27.89 38.08 5.92 2.79 kit Mixtures: clayey silt to silly clay 45.39 0.56 Ciayey 34.St aayey aayey Clayey 10.0 aayey 8.55 2.08 7.44 28 OS 37.28 5.59 2.78 Silt Mixtures: ctayey $ilt to silty clay 44.86 0.56 aayey 33.59 a.yey aayey Clayey 10.0 aayey 8.6 1.92 7.58 28.22 35.88 5.36 2.78 Silt Mixtures: clayey silt to silly clay 44.94 0.56 aayey 32.11 aayey aayey Clayey 10.0 aiyey 8.65 1.74 7.44 28.38 34.18 S.10 2.78 Silt Mixtures: clayey silt to silty clay 45.10 0.56 aayey 30.37 a.yey aayey Clayey 10.0 aayey 8.7 1.57 7.47 28.54 31.68 4.97 2.80 Silt Mixtures: clayey silt to silty clay 46.24 0.56 aayey 27.89 aayey aayey Clayey 10.0 aayey 8.75 1.41 7.67 28.71 30.38 4.65 2.80 SiU Mixture$: clayey silt to silty clay 46.06 0.56 aayey 26.55 aayey aayey Clayey 10.0 aayey 8.8 1.41 7.69 28.87 32.88 4.30 2.75 Silt Mixtures: clayey silt to silly clay 43.23 0.56 aayey 28.74 a,yey aayey Clayey 10.0 a,yey 8.85 1.61 7.91 29.04 35.29 4.57 2.75 Silt Mixtures: clayey silt to silly clay 42.98 0.56 aayey 30.81 aayey aayey Clayey 10.0 aiyel 8.9 1.82 8.03 29.20 38.39 4.75 2.73 S,It Mixtures: clayey silt to silty clay 42.12 0.56 aayey 33.51 aayey aavey Clayey 10.0 aayey 8.95 2.09 8.18 29.36 42.19 4.96 2.71 S,lt Mixtures: clayey silt to silty clay 41.21 0.56 Clayey 36.83 aayey Clayey Clayey 10.0 aayey 9 2.17 8.44 29.53 43.69 4.98 2.70 Silt Mixtures: clayey silt to silly clay 40.71 0.56 aayey 38.03 aavey aiyey Clayey 10.0 aayey 9.05 2.21 8.46 29.69 38.89 5.70 2.79 5,It Mixtures: clayey silt to sitty clay 45.24 0.56 aiyey 33.51 a.yey aayey Clayey 10.0 aayey 9.1 1.97 8.51 29.86 36.29 5.44 2.80 Silt Mixtures: clayey silt to jilry clay 45.85 0.56 Clayey 31.01 aayey aiyey Clayey 10.0 aayey 9.15 1.86 8.62 30.02 35.09 5.31 2.80 Silt Mixtures: clayey silt to silty clay 46.18 0.56 aayey 29 80 a.yey aayey Clayey 10.0 aayey 9.2 1.94 8.67 30.18 35.99 5.40 2.80 S,lt Mixtures: clayey silt to silty clay 46.06 0.56 aayey 30.47 aayey aayey Clayey 10.0 aayey 9.25 2.01 8.52 30.35 35.39 569 2.82 S,lt Mixtures: clayey silt to silty clay 47.41 0.56 aayey 29.80 aayey aayey Clayey 10.0 aayey 9.3 1.85 8.52 30.51 31.59 5.87 2.87 Sitt Mixtures: clayey silt to silry clay SO.42 0.56 aayey 26.29 aayey aayey Clayey 10.0 aayey 9.35 1.71 8.6 30.68 28.89 5.94 2.91 Sit Mixtures: clayey silt to Silty clay S2.67 0.56 aayey 23.79 aayey 0@yey Clayey 10.0 aayey 9.4 1.69 8.61 30.84 29.59 573 2.89 Silt Mixtures: clayey silt to silty Clay 51.56 0.56 aayey 24.30 aayey aayey Clayey 10.0 aayey 9.45 1.9 8.73 31.00 32.39 5.88 2.87 Silt Mixtures: clayey silt to silty clay 50.19 0.56 aayey 26.64 aayey aayey Clayey 10.0 aayey 9.5 2.04 8.42 31.17 35.89 5.70 2.83 Silt Mbrtures: clayey silt to $ilty clay 47.57 0.56 aayey 29.58 aayey aayey Clayey 10.0 aayey 9.55 2.04 8.65 31.33 35.39 5.78 2.84 Silt Mixtures: clayey silt to silty clay 48 20 0.56 Ct@yey 29.01 Clayey Clayey Clayey 10.0 aayey 9.6 2.01 8.93 31.50 34.50 5.84 2.85 Silt Mixtures: cliyey silt to $||ty clay 49.02 0.56 aayey 28.11 aiyey aayey Clayey 10.0 aavey 9.65 1.88 8.81 31.66 34.60 5.45 2.83 Silt Mixtures: clayey silt to silly clay 47.77 0.56 aayey 28.07 aayey aiyey Clayey 10.0 aayey 9.7 1.77 8.95 31.82 31.70 5.60 2.87 Silt Mixtures: clayey litt to silly clay 50.20 0.56 aayey 25.46 aayey aavey Clayey 10.0 aayev 9.75 1.58 9.08 31.99 30.70 5.16 2.86 Silt Mixtures: clayey silt to silly clay 49.50 0.56 aiyey 24.50 aayey (Jayey Clayey 10.0 aayey 9.8 1.54 9.1 32.15 29.50 5.24 2.88 Silt Mixtures: clayey silt to slity clay 50.73 0.56 aayey 23.37 aayey aayey Clayey 10.0 aayey 9.85 1.67 8.95 32.32 27.40 6.12 2.95 aays 55.44 0.56 0@Vey 21.49 aayey aayey Clayey 10.0 aayey 9.9 1.68 9.17 32.48 25.50 6.61 3.01 aays 58.83 0.56 aayey 19.79 aayey aayey Clayey 10.0 aayev 9.95 1.58 9.57 32.64 25.00 6.35 3.00 aays 58.59 O.S6 aayey 19.28 aayey aayey Clayey 10.0 aayey 10 1.7 9.75 32.81 32.01 5.33 2.86 Silt Mixtures: clayey silt to silly clay 49.62 O.S6 aayey 25.06 aayey aayey Clayey 10.0 aayey 10.05 1.66 9.92 32.97 31.71 5.25 2.86 Silt Mixtures: dave, silt to silty clay 49.65 O.S6 aayey 24.70 aayey aayey Clayey 10.0 aayey 10.1 1.52 9.61 33.14 30.50 5.00 2.86 Silt Mixtures: clayey silt to siltÂ¥ clay 49.69 0.56 a.yey 23.60 aayey aayey Clayev 10.0 aayey 10.15 1.45 9.66 33.30 26.40 5.51 2.95 Silt Mixtures: clayey silt to silty clay 54.90 0.56 aayey 20.11 O.yey aayey Clayey 10.0 aayey 10.2 1.14 9.91 33.46 26.11 4.38 2.89 Silt Mixtures: clayey silt to silty clay 51.07 0.56 aayey 19.77 aayey aayey Clayey 10.0 aayey 10.25 0.85 10.32 33.63 23.41 3.65 2.88 Silt MixturesÂ· clayey silt to silty clay 50.60 O.S6 aayey 17.47 aiyey aayey Clayey 10.0 a,yey 10.3 0.71 11.06 33.79 22.12 3.23 2.87 Silt Mixtures: clayey silt to silty clay 50.07 0.56 aayey 16.33 aayey aayey Clayey 10.0 aayey 10.35 1.01 11.72 33.96 22.63 4.49 2.95 aa YS 55.31 0.56 aayey 16.67 aayey aayey Clayey 10.0 aayey 10.4 1.27 12.43 34.12 23.93 5.34 2.98 aays 57.23 0.56 aayey 17 65 Clayey aayey Clayey 10.0 aayey 10.45 1.5 12.87 34.28 23.54 6.41 3.04 aays 61.41 0.56 aayey 17.25 aayey aayey Clayey 10.0 aayey 10.5 1.46 12.08 34.45 19.63 7.49 3.16 aays 69.94 0.56 aayey 14.04 aayey aayey Clayey 10.0 aayey 10.55 1.46 11.72 34.61 23.53 6.24 3.04 a@YS 61.07 0.56 aayey 17.11 aayey aiyey Clayey 10.0 aayey 10.6 2.11 11.99 34.78 30.43 6.96 2.98 aays 56.98 0.56 aiyey 22.55 aayey Clayey Clayey 10.0 Clayey 10.65 2.68 12.16 34.94 51.03 5.27 2.72 Silt Mixtures: clayey silt to silty clay 41.31 0.56 aayey 38.86 aayey aayey Clayey 10.0 aayey Plate C-5 ALBUS-KEEFE & ASSOCIATES, INC.5 of 7 10.7 80.9 2.2 10.75 114.1 2.11 10.8 147.2 1.9 10.85 188.4 1.93 10.9 228.1 1.9 10.95 270.1 1.87 11 308.7 1.74 11.05 345.5 1.73 11.1 358.5 1.84 11.15 356.2 1.76 11.2 339.4 1.77 11.25 328.2 1.71 11.3 326.3 1.71 11.35 330 1.81 11.4 331.1 1.88 11.45 334.4 2.09 11.5 336.9 2.16 11.55 331.5 2.19 11.6 324.3 1.85 11.65 309 1.28 11.7 266.6 1.38 11.75 234.4 1.54 11.8 192.8 1.85 11.85 139.5 2.94 11.9 118.5 3.44 11.95 147.9 3.59 12 231 3.02 12.05 285.4 2.67 12.1 299.9 2.36 12.15 290 2.31 12.2 294.5 2.02 12.25 301.2 2.03 12.3 293.8 2.09 12.35 282.6 2.02 12.4 279.6 1.9 12.45 282.4 1.83 12.5 282.3 1.79 12.55 277.2 1.7 12.6 262.4 1.56 12.65 249.7 1.68 12.7 246.3 1.88 12.75 253.4 1.96 12.8 264.6 2.01 12.85 273.8 1.91 12.9 282 1.76 12.95 289.4 1.7 13 1.67 10.44 35.10 81.01 2.72 2.33 Sand Mixtures: silly sand to sandy silt 23.53 0.56 2.04 70.05 142.78 0.51 0.9 0.9 liquefiable 7.1 35.27 114.18 1.85 2.10 Sand Mixtures: silly sand to sandy sitt 15.84 0.56 1.46 98.61 143.64 0.52 0.9 0.9 Liquefiable 4.75 35.43 147.25 1.29 1.91 Sand$: clean to silty 10.68 036 1.20 126.98 152.39 069 1.1 1.1 Liquefiable 3.24 35.60 188.43 1 02 1.76 Sands: clean to silty 7.38 0.56 1.08 162.22 175.46 1.00 1.8 1.8 Non-Liquefiable 2.53 35.76 228.13 0.83 1.64 Sands: clean to silty 508 O.S6 1.00 196.05 195.62 1.00 1.8 1.8 Non-Liquefiable 1.88 35.93 270.12 0.69 1.53 Sand$: clean to silty 3.33 0.56 1.00 231.72 231.72 100 1.8 1.8 Non-Liqueflable 1.63 36.09 308.72 0.56 1.43 Sands: clean to slity 1.90 0.56 1.00 264.35 264.35 1.00 1.8 1.8 Non-Uquefiable 1.44 36.25 345.52 0.50 1.36 Sands: clean to silly 1.06 0.56 1.00 295.32 295.32 1.00 1.8 1.8 Non-liqueflable 1.09 36.42 358.51 0.51 1.36 Sands: clean to silty 1.01 0.56 1.00 305.87 305.87 1.00 1.8 1.8 Non-liquefiable 0.75 36.58 356.21 0.49 1.3S Sands: clear to silty 0.92 0.54 1.00 303.36 303.36 1.00 1.9 1.9 Non-Liquefiable 0.05 36.75 339.40 0.52 1.38 Sands: clean to silty 1.28 O.S4 1.00 288.53 288.53 1.00 1.9 1.9 Non-Liquefiable -0.26 36.91 328 20 0.52 1.39 Sands: clean to slity 1.41 0.54 1.00 278.SO 278.SO 100 1.9 1.9 Non-Liquefiable -0.32 3707 326.30 0.52 1.39 Sands: clean to silty 1.46 0.54 1.00 276.39 276.39 1.00 1.9 1.9 Non-liqueflable -0.4 37.24 330.00 0.55 1.41 Sands: clean to silty 1.59 o.s4 1.00 279.03 279.03 1.00 1.9 1.9 Non-liquefiable -0.23 37.40 331.10 0.57 1.42 Sands: clean to silty 1.71 0.54 1.00 27946 279.46 1.00 1.9 1.9 Non-Uquefiable -0.12 37.57 334.40 0.63 1.44 Sand$: clean to silty 2.05 0.54 1.00 281.74 281.74 1.00 1.9 1.9 Non-liquefiable 0.11 37.73 336.90 0.64 1.45 Sands: clean to silty 2.13 O.S4 1.00 283.35 283.35 1.00 1.9 1.9 Non-liqueflable 0.23 3789 331.50 0.66 1.46 Sands: clear to silty 2.32 0.54 1.00 278.31 278.31 1.00 1.9 1.9 Non-Liqueflable 0.07 38.06 324.30 0.57 1.43 Sands: clean to silty 1.84 0.54 1.00 271.79 271.79 1.00 1.9 1.9 Non-Uquefiable 0.15 38.22 30900 0.41 1.35 Sands: clean to silty 0.95 0.54 1.00 258.52 258.52 1.00 1.9 1.9 Non-liquefiable 0.11 38.39 266.60 0.52 1.46 Sands: clean to silty 2.32 0.54 1.00 222.65 222.65 100 1.9 1.9 Non-Liqueflable 2.03 38.55 234.42 0.66 1.57 Sand$: clean to silty 3.93 0.54 1.00 195.42 195.42 1.00 1.9 1.9 Non-Liquefiable 1.51 38.71 192.82 0.96 1.75 Sands: clean to silty 7.06 0.54 1.07 160.46 171.78 1.00 1.9 1.9 Non-liquefiable 1.67 38.88 139.52 211 2.09 Sand Mixtures: ;ilty sand to sandy silt 15.61 0.54 1.44 115.90 167.24 100 1.9 1.9 Non-Uquefiable 2.05 39.04 118.52 2.90 2.25 Sand Mixtures: silty sand to sandy silt 20.57 0.54 1.79 98.28 175.62 1.00 1.9 1.9 Non-liquerable 3.66 39.21 147.94 2.43 2.12 Sand Mixtures: silty sand to sandy sllt 16.52 0.54 1.50 122.46 183.53 1.00 1.9 1.9 Non-Liquefiable 3.9 39.37 231.04 1.31 1.79 Sands: clean to silty Non-Liqueflable 2.43 39.53 285.43 0.94 1.62 Sands: clean to $ilty Non-liquefiable 1.99 39 70 299.92 0.79 1.55 Sands: clear to illty Non-Liquefiable 2.32 39.86 290.03 0.80 1.57 Sands: clean to silty Non-liquefiable 2.41 40.03 294.53 0.69 1.52 Sandi: clear to,ilty Non-Uquefiable 2.72 40.19 301.23 0.67 1.St Sands: clean to silty Non-Liqueflable 2.9 40.35 293.83 0.71 1.53 Sands: dean to $ilry Non-liquefiable 3.09 40.52 282.63 0.71 1.54 Sands: cle@n to silty Non-Liquefiable 3.25 40.68 279.64 0.68 1.53 Sand$: clean to silty Non-Liqueliable 3.31 40.85 282.44 0.65 1.52 Sand: clean to Iilty Non-Uquefiable 3.47 41.01 282.34 0.63 1.51 Sands: clear to silty Non-liquefiable 3.59 41.17 277.24 0.61 1.51 Sands: clean to silly Non-Liqueliable 3.78 41.34 262.44 0.59 1.52 Sands: clear to silly Non-liquefiable 4.01 . 41.So 249.74 0.67 1.57 Sands: clean to silty Non-Liquefiable 5.51 41.67 246.36 0.76 1.61 Sands: clean to silty Non-Liquefiable 5.69 41.83 253.46 0.77 1.61 Sands: clean to silly Non-Uquefiable 5.92 41.99 264.66 0.76 1.59 Sands: clein to silty Non-Liquefiable 6.12 42.16 273.87 0.70 1.55 Sands: clean to silty Non-Uquefiable 6.18 42.32 282.07 0.62 1.51 Sands: clean to Wlty Non-Uquefiable 6.43 42.49 289.47 0.59 1.49 Sands: clear to silty Non-liquefiable 6.45 42.65 304.07 0.55 145 Sands: cle@n to silty Liquefiable 7.96 O.S4 1.10 190.94 210.22 1.00 1.9 1.9 4.74 0.54 1.00 235.SO 23S.SO 1.00 1.9 1.9 3.63 0.54 1.00 247.04 247.04 100 1.9 1.9 3.85 0.54 1.00 238.48 238.48 100 1.9 1.9 3.09 0.54 1.00 241.78 241.78 1.00 1.9 1.9 2.92 0.54 1.00 246.86 246.86 1.00 1.9 1.9 3.28 054 1.00 240.39 240.39 1.00 1.9 1.9 3.49 0.54 1.00 230.84 230.84 1.00 1.9 1.9 332 0.54 1.00 228.01 228.01 1.00 1.9 1.9 3.08 0.54 1.00 229.91 229.91 1.00 1.9 1.9 2.99 0.54 1.00 229.45 229.45 1.00 1.9 1.9 2.95 0.54 1.00 224.94 224.94 1.00 1.9 1.9 3.08 O.S4 1.00 212.58 212.58 1.00 1.9 1.9 3.88 0.54 1.00 201.96 201.96 1.00 1.9 1.9 4.56 0.54 1.00 198.88 198.88 1.00 1.9 1.9 4.48 0.54 1.00 204.28 204.28 1.00 1.9 1.9 4.18 0.54 1.00 212.97 212.97 1.00 1.9 1.9 3.61 0.54 1.00 220.02 220.02 1.00 1.9 1.9 2.99 0.54 1.00 226.24 226.24 1.00 1.9 1.9 2.63 0.54 1.00 231.80 231.80 1.00 1.9 1.9 0.54 1.00 243.11 243.11 1.00 1.9 1.9 te C-5 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 354.4 399.4 420.6 408.9 380.2 346.5 293.3 212.2 122.6 67 36.1 27.7 24.7 23.3 22.5 23.7 25.7 31.9 35.9 37.2 40.3 46.4 47.1 45.8 48 47.3 47.2 59.7 77.6 67.1 62.3 70.8 77.6 83.8 77.8 67.9 80.6 77.4 67.6 95.1 63.6 33.3 21.3 17.9 17.3 13.05 1.55 6.64 42.81 354.47 0.44 1.34 Sands. clean to silty 0.78 0.54 1.00 282.96 282.96 1.00 1.9 1.9 Non-Liquefiable 13.1 1.4 6.56 42.98 399.47 0.35 1.23 Gravelly sand to dense sand 0 0.54 1.00 318.38 318.38 1.00 1.9 1.9 Non-Liqueflable 13.15 1.41 6.52 43.14 420.67 0.34 1.21 Gravelly sand to dense sand 0 0.54 1.00 334.75 334.75 1.00 1.9 1.9 Non-liquefiable 13.2 1.28 4.87 43.31 408.95 0.31 1.20 Gravelly sand to dense sand 0.54 1.00 324.93 324.93 1.00 1.9 1.9 Non-Liquefiable 13.25 1.24 3.04 43.47 380.23 0.33 1.23 Gravelly sand to dense sand 0 0.54 1.00 301.65 301.65 1.00 1.9 1.9 Non-Uquefiable 13.3 0.99 2.39 43.64 346.53 0.29 1.24 Gravelly sand to dense sand 0 0.54 1.00 274.48 274.48 1.00 1.9 1.9 Non-Uquefiable 13.35 1.02 1.32 43.80 293.31 0.35 1.34 Sands: clean to silly 0.87 0.52 1.00 231.97 231.97 1.00 1.9 1.9 Non-Liquefiable 13.4 1.83 0.94 43.96 21221 086 1.70 Sands: clean to silty 6.17 0.52 1.04 167.57 174.25 1.00 1.9 1.9 Non-Uquefiable 13.45 2.34 1.07 44.13 122.61 1.91 2.12 Sandi Mixtures: silty sand to sandy silt 16.35 0.52 1.49 96.66 143.83 0.52 1.0 1.0 Liquefiable 13.5 2.12 2.13 44.29 67.02 3.16 2.46 Sand Mixtures: stlty gid to sandy silt 29.13 0.52 2.60 52.74 136.95 046 0.9 0.9 Liquefiable 13.55 1.67 3.36 44.46 36.14 4.63 2.87 Silt Mixtures: clayey silt to $,Ity clay 49.96 032 aavev 21.85 aayey a.yey Clayey 10.0 aayey 13.6 1 12.86 44.62 27 84 3.61 2.90 Silt Mixtures: daley silt to silty clay 5206 0.52 aayey 16.31 aayey aayey Clayey 10.0 aayey 13.65 0.7 13.47 44.78 24.85 2.83 2 89 Silt Mixtures: clayey silt to silty clay 5108 0.S2 aayey 14.30 aiyey aayey Clayey 10.0 aayey 13.7 0.59 14.59 44.95 23.46 2.53 2.88 Silt Mixtures: clayey silt to silty clay 50.92 0.52 aayey 13.34 aayey aayey Clayey 10.0 aiyey 13.75 0.54 15.75 45.11 22.67 2.40 2.89 SIt Mixtures: clayey silt to silty clay 51.12 0.52 aayey 12.78 aayey aayey Clayey 10.0 aayey 13.8 0.54 16.65 45.28 23.88 2.28 2.85 Silt Mixtures: clayey silt to silty clay 49.03 0.52 aavey 13.51 aayey aayey Clayey 10.0 aayey 13.85 0.64 16.79 45.44 25.88 2.49 2.84 Silt Mixtures: clayey silt to silty clay 48.37 0.52 aayey 14.74 aayey aayey Clayey 10.0 aayey 13.9 0.78 18.37 45.60 32.10 2.45 2.75 Silt Mixtures: clayey silt to sitty clay 43.04 0.52 aayey 18.66 aayey aayey Clayey 10.0 aayey 13.95 0.97 19.8 45.77 36.11 2 70 2.73 Silt Mixtures: clayey silt to sllty clay 41.97 0.52 aayey 21.15 aayey aayey Clayey 10.0 aayey 14 1.18 22.71 45.93 37.45 3.17 2.76 Silt Mixtures: clayey silt to silty clay 43.68 0.52 a.yey 21.90 aayey aayey Clayey 10.0 aayey 14.05 1.55 28.02 46.10 40.60 3.85 2.78 Silt Mixtures: clayey silt to silty clay 45.10 0.52 aayey 23.80 aayey aayey Clayey 10.0 aayey 14.1 1.93 28.41 46.26 46.71 4.16 2.76 Silt Mixtures: clayey silt to Silty clay 43.55 0.52 aayey 27.58 a.yey aayey Clayey 10.0 aayey 14.15 2.35 30.68 46.42 47.43 4.99 2.81 Sllt Mixtures: clayey silt to silty clay 46.38 0.52 aayey 27.93 aayey aayey Clayey 10.0 aayey 14.2 2.49 31.03 46.59 46.14 5.44 284 Silt Mixtures: clayey silt to silty clay 48.55 0.52 aayey 27.02 Clayey aayey Clayey 10.0 aayey 14.25 2.03 33.42 46.75 48.36 4.23 2.75 Silt Mitures: clayey silt to silty clay 43.32 0.52 a.yey 28.32 aavey Clayey Clayey 10.0 aayey 14.3 1.93 35.36 46.92 47.68 4.08 2.75 Silt Mixtures: clayey silt to silty clay 43.09 0.52 aayey 27.79 aayey aayey Clayey 10.0 aavey 14.35 2.57 39.47 47.08 47.63 5.44 2.84 Silt Mixtures: clayey silt to silly clay 48.13 0.52 Clayey 27.64 aayey aayey Clayey 10.0 a,yey 14.4 3.61 49.27 47.24 60.23 6.05 2.79 Silt Mixtures: clayey silt to silly clay 45.43 0.52 aayey 35.32 aayey aavey Clayey 10.0 aayey 14.45 4.59 13.7 47.41 77.75 5.91 2.70 Silt Mixtures: clayey silt to silty clay 40.44 0.52 Clayey 46.29 aayey aayey Clayey 10.0 aayey 14.5 5.06 7.16 47.57 67.18 7.54 2.83 Silt Mixtures: clayey silt to silly clay 47.46 0.52 aayey 39.67 aayey aayey Clayey 10.0 Clayey 14.55 4.87 9.02 47.74 62.40 7.82 2.86 Silt Mixtures: clayey silt to $ilty clay 49.62 0.52 aayey 36.59 aayey aayey Clayey 10.0 a.yey 14.6 5.03 9.78 47.90 7091 7.10 2.79 Silt Mixtures: clayey silt to silty clay 45.46 0.52 aayey 41.69 aayey aiyey Clayey 10.0 aayey 14.65 4.91 9.96 48.06 77.71 633 2.73 Silt Mixtures: clayey silt to silty clay 41.81 0.52 a,yey 45.73 aayey aavey Clayey 10.0 aayey 14.7 4.8 9.19 48.23 83.90 5.73 2.67 S,It Mixtures: clayey silt to silty clay 38.88 0.52 aayey 49.38 aiyey aayey Clayey 10.0 aayey 14.75 4.09 6.19 48.39 77.87 5.26 2.67 Silt Mixtures: clayey silt to Iilty clay 38.71 0.52 a.yey 45.58 aayey aayey Clayey 10.0 aayey 14.8 3.43 5.27 48.56 67.96 5.05 2.70 Silt Mixtures: clayey silt to silty clay 40.41 0.52 aavey 39.43 aiyey aavey Clayey 10.0 aavey 14.85 3.12 6.82 48.72 80.67 3.87 2.48 Sand Mixtures: silly sand to sandy silt 29.93 0.52 2.68 60.95 163.62 1.00 1.9 1.9 Non-Liquefiable 14.9 3.68 4.6 48 88 77.45 4.75 2.64 Sill Mixtures: clayey silt to silty clay 37.31 0.52 aayey 44.93 aayey Cavey Clayey 10.0 aaye, 14.95 2.68 4.46 49 05 67.65 3.96 2.63 Silt Mixtures: clayey silt to silty clay 36.79 0.52 aayey 38.90 aayey aayey Clayey 10.0 aayey 15 1.93 5.28 49.21 95.16 2.03 2.23 Sand Mixtures: silly sand to sandy silt 20.10 0.52 1.75 71.61 125.29 0.38 0.7 0.7 Liquefiable 15.05 1.54 2.25 49.38 63.62 2.42 2.42 Sand Mixtures: silly sand to sandy silt 27.14 0.52 2.39 47.82 114.11 0.32 0.6 0.6 liquefiable 15.1 1.17 2.28 49.S4 33.32 3.51 2.86 Sitt Mixtures: clayey silt to silty clay 49.31 030 aayey 18.09 aayey aim Clayey 10.0 aayey 15.15 0.96 3.59 49.70 21.34 4.51 3.11 aays 66.29 0.50 aayey 10.90 aavey aavey Clayey 10.0 aavey 15.2 0.7 5.18 49.87 17.96 3.91 3.15 aaYS 69.45 0.50 aayey 8.84 aayey aiyey Clayey 10.0 aayey 15.25 0.55 6.56 SO.03 17.37 3.18 3.12 aays 66.81 0.50 aayey 846 aayey aayey Clayey 10.0 aayey Plate C-5 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 6 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft Ihicknes Unit Wt.Bottom (Sv)hot. Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -crC (10) 5 60 3.600 Area Ratio:1 0.85 1 (0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Plezoelem.:behind tip (behind tip)8 ***$999 2*****i- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR 4 Estimated Meas. Tip gde Dyn. Pore Corr. Tip Friction SBTIndex SBT Fines Cyclic Soil Depth 6 Friction, f,Pressure Depth Resist., 9,Rauo Ic aassification Content Stress Classif. (m)(ts"(pil) Aft) (80 Ill (%) O (%)Rauo Factor 0.05 0.00 0.07 0.16 5.10 0.00 2.86 Silt Mixtures: clayey silt to silty Clay 49.32 0.38 Clayey 0.1 0.60 0.08 0.33 8.90 6.74 3.11 aays 66.32 0.38 aayey I 0.15 0.63 0.07 0.49 14.30 4.41 2.83 Silt Mixtures: clayey sllt to silly clay 48.03 0.38 aayey 0.2 0.94 -0.02 0.66 19.80 4.75 2.75 Silt Mixtures: clayey silt to silly clay 43.29 0.38 aayey 0.25 1.28 0.02 0.82 20.20 6.34 2.83 Silt Mixtures: clayey silt to silly clay 47.99 0.38 a.yey 0.3 1.67 -0.02 0.98 22.00 7.59 2.87 Silt Mixtures: clayey silt to silly clay 49.87 0.38 aayey 0.35 1.55 0.08 1.15 23.00 6.74 2.81 Silt Mixtures: clayey silt to silty Clay 46.84 0.38 aayey 0.4 I 1.21 0.13 1.31 21.80 5.55 2.77 Silt Mixtures: clayey si|t to s||tY clay 44.30 0.38 aayey 0.45 1.00 0.95 1.48 20.21 4.95 2.76 S,It Mixtures: clayey silt to silly clay 4368 0.38 aayey 0.5 0.92 8.47 1.64 19.39 4.77 2.76 Silt Mixtures: clayey silt to silty clay 43.86 0.38 aayey 0.55 1 0.99 27.98 1.80 19.30 5.21 2.79 Silt Mixtures: clayey sllt to 'ilry clay 45.66 0.38 aayey 0.6 1.19 32.97 1.97 34.56 3.48 2.49 Sand MIxtura: slity sand to sandy silt 30.17 0.38 2.71 0.65 I 1.38 44.84 2.13 39.68 3.52 2.4S Sand Mixtures: silty sand to sandy silt 28.53 0.38 2.53 0.7 I 1.42 28.29 2.30 38.21 3.75 2.48 Sand Mixtures: silty sand to sandy silt 2982 0.38 2.67 0.75 I 1.47 12.95 2.46 35.64 4.14 2.53 Sand Mixtures: slity sand to sandy silt 32.12 0.38 2.93 0.8 1.48 7.23 2.62 30.48 4.87 2.63 Silt Mixtures: clayey silt to silty clay 36.81 0.38 aayey 0.85 1.49 4.30 2.79 26.95 5.54 2.71 Silt Mixtures: clayey silt to slity clay 40.82 0.38 aayey 0.9 I 1.45 4.54 2.95 26,25 5.53 2.71 Silt MixturesÂ· clayey silt to jilty clay 41.24 0.38 aayey 0.95 1.43 4.05 3.12 2S.24 5.67 2.73 Silt MixturesÂ· clayey Illt to lilty clay 42.31 0.38 aayey 1 I 1.37 3.99 3.28 23.34 5.88 2.77 Silt Mixtures: clayey $ilt to silty clay 44.26 0.38 aayey 1.05 I 1.26 1.90 3.44 19.72 6.40 2.8S Silt Mixtures: clayey silt to silty clay 48.77 0.38 aayey 1.1 1.12 -0.58 3.61 15.39 7.27 2.65 Silt Mixtures: clayey silt to silty clay 37.61 0.38 aayey 1.15 I 1.03 -0.39 3.77 13.60 7.57 2.71 Silt Mixtures: clayey silt to silty clay 40.78 0.38 aayey 1.2 0.97 -0.33 3.94 1360 7.13 2 70 Silt Mixtures: clayey silt to silly clay 40.35 0.38 aayey 1.25 0.95 -0.76 4.10 13.99 6.79 2.68 Silt Mixtures: clayey silt to sil ALBUS-KEEFE & ASSOCIATES, 1NC. Resist., c (Mfl 5.10 8.90 14.30 19.80 20.20 22.00 23.00 21.80 20.20 19.30 19.00 34.2C 39.2C 37.9C 35.5C 30.4C 26.9C 26.2C 25.2( 23.3( 19.7( 15.4C 13.6C 13.6C 14.OC 39.65 0.38 aayev Uquefaction Analysis Corrected Factor of Uquefaction q UN for Fines CRR, s.MSF Safety Susceptibility CqclN). Adjusted Cyclic Resist.CRR/CSR FS for Design Rauo 1.3 7.71 Clayey Clayey NA NA Above High GWL 13.46 aayey Clayey NA NA Above High GWL 21.63 aayey aayey NA NA Above High GWL 29.94 aayey aayey NA NA Above High GWL 30.55 aayey aayey NA NA Above High GWL 33.27 aayey aayey NA NA Above High GWL 34.78 aayey Clayey NA NA Above High GWL 32.97 aayey aayey NA NA Above High GWL 30.55 aayey Clayey NA NA Above High GWL 29.19 aayey aayey NA NA Above High GWL 28.73 a.yey aayey NA NA Above High GWL 51.72 140.23 0.49 NA NA Above High GWL 59.28 150.07 0.57 NA NA Above High GWL 57.32 153.13 0.60 NA NA Above High GWL 53.69 157.52 0.64 NA NA Above High GWL 45.97 aayey aayey NA NA Above High GWL 40.68 aayey aayey NA NA Above High GWL 39.62 aayey aayey NA NA Above High GWL 38.11 aayey aiyey NA NA Above High GWL 35.24 a.yey aIvey NA NA Above High GWL 29.79 a.yey aayey NA NA Above High GWL 70.12 Clayey aayey NA NA Above High GWL 59.08 aayey aayey NA NA Above High GWL 56.57 aayey Clayey NA NA Above High GWL 55.90 aayey aayey NA NA Above High GWL te C-6 1 of 7 13.80 13.70 13.70 13.50 13.30 12.40 10.90 9.80 8.00 9.30 9.70 10.20 10.30 10.90 11.70 13.30 16.90 22.50 29.60 33.10 34.60 28.20 24.30 23.60 23.50 24.70 22.30 21.70 20.90 20.20 19.60 18.60 17.80 16.90 15.20 13.80 12.60 12.20 12.10 11.70 11.50 11.90 11.70 11.20 10.70 10.10 9.70 1.3 0.95 -1.28 4.27 13.79 6.88 2.71 Silt Mixtures: clayey silt to silty clay 40.73 0.38 aayey 52.93 aayey aayey NA NA Above High GWL 1.35 0.94 -0.64 4.43 13.69 6.86 2.72 Silt Mixtures: clayey silt to silty clay 41.38 0.38 aayey 50.55 aayey aayey NA NA Above High GWL 1.4 0.92 -0.54 4.59 13.69 6.72 2.72 Silt Mixtures: clayey silt to silty clay 41.58 0.38 aayey 48.71 aayey 0@yey NA NA Above High GWL 1.45 0.88 -0.82 4.76 13.49 6.S2 2.73 Silt Mixtures: clayey silt to silty clay 41.86 0.38 0@yey 46.30 aayey aayey NA NA Above High GWL 1.5 0.84 4.75 4.92 13.29 6.32 2.73 Silt Mixtures: clayey silt to silty clay 42.10 0.36 aayey 44.04 aayey aayey NA NA Above High GWL 1.55 0.76 -0.44 5.09 12.40 6.13 2.75 Silt Mixtures: clayey silt to silty clay 43.31 0.36 aayey 39.64 aayey aayey NA NA Above High GWL 1.6 0.65 -0.90 5.25 10.89 S.96 2.79 Silt Mixtures: clayey silt to silty clay 45.69 0.36 a.yey 33.61 aayey a.yey NA NA Above High GWL 1.65 0.59 -0.91 5.41 9.79 6.02 2.84 9lt Mixtures: clayey silt to silty clay 48.46 0.36 a.yey 29.17 aiyey aayey NA NA Above High GWL 1.7 0.57 -0.22 5.58 8.00 7.13 2.97 aays 56.54 0.36 aavey 22.91 aayey aayey NA NA Above High GWL 1.75 0.57 -0.52 5.74 9.29 6.13 2.88 Silt Mixtures: clayey silt to silty clay 51.02 0.36 aayey 26.00 aayey aIvey NA NA Above High GWL 1.8 0.60 -0.51 5.91 9.69 6.19 2.88 Silt Mixtures: clayey silt to silty clay so.91 0.36 aayey 26.38 aayey aayey NA NA Above High GWL 1.85 0.63 -1.01 6.07 10.19 6.18 2.87 Silt Mixtures: clayey silt to silty clay 50.42 0.36 aayey 27.01 aayey aayey NA NA Above High GWL 1.9 0.66 -0.73 6.23 10.29 6.41 2.89 S,lt Mixtures: clayey silt to silty clay 51.45 0.36 aayey 26.54 aayey a.yey NA NA Above High GWL 195 0.68 -0.51 6.40 10.89 6.24 2.87 Silt Mixtures: clayey silt to silty clay 50.33 0.36 a.yey 27.40 aayey aayey NA NA Above High GWL 2 0.72 -0.89 6.56 11.69 6.15 2.85 S,It Mixtures: clayey silt to silty clay 49.16 0.36 aayey 28.72 aayey aayey NA NA Above High GWL 2.05 0.78 -0.69 6.73 13.29 5.86 2.81 Silt Mixtures: clayey silt to silty clay 46.30 0.36 aayey 31.96 aayey aayey NA NA Above High GWL 2.1 0.91 -0.57 6.89 1689 5 38 2.71 Silt Mixtures: clayey silt to silty clay 40.98 0 36 aayey 39.88 (3@yey aayey NA NA Above High GWL 2.15 1.21 -0.77 7.05 22.49 S 38 2.63 Silt Mixtures: clayey 51!t to silty clay 36.76 0.36 aayey 52.16 aayey aayey NA NA Above High GWL 2.2 1.47 -0.63 7.22 29.59 4.97 2.65 Silt Mixtures: clayey silt to silty clay 3768 0.36 Clayey 44.76 aayey a@yey NA NA Above High GWL 2.25 1.55 -0.40 7.38 33.10 4.68 2.59 Sand Mixtures: silty sand to sandy silt 35.08 0.36 3.29 SO.06 164.82 1.00 NA NA Above High GWL 2.3 1.55 -0.57 7.55 34.59 4.48 2.58 Sand Mixtures. silty sand to sandy silt 34.42 0.36 3.21 49.99 160.49 1.00 NA NA Above High GWL 2.35 1.51 -0.80 7.71 28.19 5.35 2.69 Silt Mixtures: clayey silt to silty clay 39.69 0.36 aiyey 42.65 aayey aayey NA NA Above High GWL 2.4 1.54 -0.36 7.87 24.30 6.34 2.69 Silt Mixtures: clayey silt to silty clay 40.02 0.36 aayey 50.43 aayey aayey NA NA Above High GWL 2.45 1.49 0.08 8.04 23.60 6.31 2.70 Silt Mixtures: clayey silt to silty clay 40.71 0.36 aayey 48.05 aayey aayey Clayey 10.0 a,yey 2.5 1.54 -0.07 8.20 23.50 6.55 2.72 Silt Mbrtures: clayey silt to sitty clay 41.59 0.38 aayey 47.36 aayey Clayey Clayey 10.0 aayey 2.55 1.56 -0.35 8.37 24.70 6.32 2.70 Sllt Mixtures: clayey silt to silly clay 40.31 0.38 aayey 49.33 aayey aayey Clayey 10.0 aayey 2.6 1.54 -1.43 8.53 22.28 6.91 2.76 Silt Mixtures: clayey silt to silty clay 43.73 0.38 aayey 43.99 aayey aayey Clayey 10.0 aayey 2.65 1.49 -1.26 8.69 21 69 6.87 2.77 Silt Mixtures: clayey silt to silty clay 44.26 0.38 aayey 42.36 aayey aayey Clayey 10.0 a.yey 2.7 1.44 -1.07 8.86 20.89 6.89 2.79 Silt Mixtures: clayey silt to silty clay 45.14 0.38 aayey 40.36 aayey aayey Clayey 10.0 aayey 2.75 1.36 -1.05 9.02 20.19 6.73 2.79 Silt MixturesÂ· clayey silt to silty clay 4549 0.38 a.yey 38.59 aayey aayey Clayey 10.0 aayey 2.8 1.29 -1.02 9.19 19.59 6.58 2.80 Silt Mixtures: clayey silt to silty clay 45.79 0.40 aayey 37.05 aayey aayey Clayev 10.0 aayey 2.85 1.22 -0.84 9.35 18.59 6.56 2.81 SiU Mixtures: clayey silt to silty clay 46.86 0.40 aayey 34.76 aayey aayey Clayey 10.0 aayey 2.9 1.15 -0.72 9.51 17.79 6.46 2.83 Silt Mixtures: clayey silt to silty clay 47.58 0.40 aayey 32.90 a.yey aavey Clayey 10.0 aayey 2.95 1.06 -0.71 9.68 16.89 6.27 2.84 Silt Mixtures: clayey silt to slity clay 48.20 0.40 aayey 30.89 a.yey aayey Clayey 10.0 aayey 3 0.97 -0.69 9.84 15.19 6.38 2.88 Silt Mixtures: clayey silt to silty clay 50.82 0.40 aayey 27.41 aayey aavey Clayey 10.0 aayey 3.05 0.85 -0.51 10.01 13.79 6.16 2.91 Silt Mixtures: clayey silt to silty clay 52.35 0.40 aiyey 24.54 aayey aavey Clayey 10.0 aayey 3.1 0.79 -0.52 10.17 12.59 6.27 2.95 Silt Mixtures: clayey silt to silty clay 54.88 0.42 aayey 22.10 aayey aayey Clayey 10.0 aayey 3.15 0.74 -0.58 10.33 12.19 6.07 2.95 Silt Mixtures: clayey silt to silty clay 55.17 0.42 aayey 21.16 aayey aavey Clayey 10.0 aavey 3.2 0.69 -0.58 10.SO 12.09 5.70 2.94 S,lt Mixtures: clayey silt to silty clay 54.38 042 aayey 20.78 aayey aavey Clayey 10.0 a,yey 3.25 0.65 -0.49 10.66 11.69 5.56 2.95 Sllt Mixtures: clayey silt to silty clay 54.86 0.42 aayey 19.87 aiyey aiyey Clayey 10.0 aIvey 3.3 0.64 -0.43 10.83 11.50 5.57 2.96 aays 55.51 0.42 aayey 19.33 aayey aayey Clayey 10.0 aayey 3.35 .0.68 4.49 10.99 11.89 5.71 2.95 aays 55.43 0.42 aayey 19.85 aayey aayey Clayey 10.0 aayey 3.4 0.69 -0.39 11.15 11.70 5.90 2.97 aays 56.64 0.42 aayey 19.32 aavey aayey Clayey 10.0 aIvey 3.45 0.64 -0.39 11.32 11.20 5.71 2.98 aays 57.28 0.42 aayey 18.28 aayey aayey Clayey 10.0 aayey 3.5 0.56 -0.39 11.48 10.70 5.23 2.98 aays 56.91 0.44 aayey 17.25 aayey aayey Clayey 10.0 aayey 3.55 0.54 -0.29 11.65 10.10 5.35 3 01 aays 58.97 0.44 aayey 16.07 aayey aayey Clayey 10.0 aayey 3.6 0.53 -0.11 11.81 9.70 5.46 3.03 aays 6065 0.44 aayey 15.25 aayey aayey Clayey 10.0 aavey Plate C-6 ALBUS-KEEFE & ASSOCIATES, INC.2 of 7 3.65 9.10 0.49 -0.10 11 98 9.10 5.38 306 3.7 8.80 0.46 4.02 12.14 8.80 5.23 3.06 3.75 8.70 0.46 0.17 12.30 8.70 S.29 3.07 3.8 8.70 0.50 0.17 12.47 8.70 5.75 3.10 3.85 8.60 0.53 0.26 12.63 8.60 6.16 3.13 3.9 8.20 0.51 0.39 12.80 8.20 6.22 3.15 3.95 7.90 0.48 0.52 12.96 7.91 6.08 3.16 4 7.80 0.44 0.53 13.12 7.81 5.64 3.15 4.05 7.20 0.41 0.50 13.29 7.21 5.69 3.19 4.1 6.90 0.42 0.58 13.45 6.91 6.09 3.23 4.15 6.90 0.43 0.64 13.62 6.91 6.23 3.24 4.2 7.10 0.42 0.57 13.78 7.11 5.92 3.22 4.25 7.60 0.42 0.64 13.94 7.61 5.53 3.17 4.3 8.50 0.44 0.73 14.11 8.51 5.18 3.11 4.35 8.90 0.45 0.82 14.27 8.91 S.06 3.09 4.4 9.10 0.42 1.13 14.44 9.11 4.62 3.06 4.45 9.50 0.41 1.20 14.60 9.51 4.32 3.03 4.5 9.90 0.42 1.39 14.76 9.92 4.24 3.01 4.55 9.50 0.40 1.53 14.93 9.52 4.21 3.03 4.6 9.70 0.40 1.58 15.09 9.72 4.12 3.02 4.65 10.00 0.38 1.63 15.26 10.02 3.80 2.99 4.7 10.10 0.39 1.67 15.42 10.12 3.86 2.99 4.75 11.10 0.41 1.76 15.58 11.12 3.69 2.94 4.8 12.00 0.47 1.76 15.75 12.02 3.92 2.93 4.85 12.70 0.55 1.86 15.91 12.72 4.33 2.94 4.9 13.50 0.63 1.95 1608 13.52 4.67 2.94 4.95 13.00 0.63 1.95 16 24 13.02 4.85 2.97 5 12.40 0.67 2.05 16.40 12.42 5.40 3.02 5.05 12.80 0.67 2.16 16.57 12.82 5.23 3.00 5.1 11.70 0.52 2.23 16.73 11.72 4.44 2.99 5.15 10.70 0.47 2.32 16.90 10.73 4.39 3.03 5.2 10.60 0.45 2.42 17.06 10.63 4.25 3.02 5.25 10.40 0.48 2.52 17.22 10.43 4.62 3.06 5.3 10.00 0.48 2.57 17.39 10.03 4.80 3.09 5.35 9.30 0.58 2.68 17.55 9.33 6.24 3.19 5.4 9.80 0.61 3.81 17.72 9.84 6.22 3.17 5.45 9.30 0.56 4.11 17.88 9.34 6.02 3.19 5.5 8.20 0.46 4.15 18.04 8.24 5.61 3.22 5.55 7.50 0.41 4.22 18.21 7.55 5.47 3.26 5.6 8.00 0.40 4.30 18.37 8.05 5.00 3.21 5.65 7.90 0.41 4.39 18.54 7.95 5.19 3.23 5.7 8.60 0.43 4.45 18.70 8.65 5.00 3.18 5.75 9.10 0.36 4.49 18.86 9.15 3.96 3.10 5.8 9.00 0.28 4.49 19.03 9.05 3.11 3.05 5.85 9.50 0.33 4.62 19.19 9.55 3.47 3.05 5.9 11.90 0.48 5.14 19.36 11.96 4.03 3.00 5.95 0.73 5.37 19.52 16.26 4.51 2.91 aays 62.28 0.44 aiyey 14.10 aayey clayey 10.0 aayeyaayey aays 62.83 0.44 aayey 13.47 aayey aayey clayey 10.0 Clayey aays 63 61 0.44 aayey 13.18 aayey aayey clayey 10.0 aayey aays 65.54 0.44 aayey 13.06 aayey aayey clayey 10.0 a,Yey aars 6736 0.44 aayey 12.79 Clayey aayey clayey 10.0 aayey aavs 69.39 0.44 aa yey 12.02 aayey aiyey clayey 10.0 aayey aays 70.26 0.46 aayey 11.44 a,yey aayey clayey 10.0 aayey aays 69.33 0.46 aayey 11.17 aayey aayey Clayey 10.0 aayey aays 72.27 0.46 aayey 10.13 aayey aayey clayey 10.0 aayey aays 75.37 0.46 aayey 9.56 aavey a,yey clayey 10.0 aayey aays 76.17 0.46 aayey 9.48 aayey aayey Clayey 10.0 aayey aays 74.35 0.46 aayey 9.70 aayey aayey clayey 10.0 aayey a.vs 70.97 0.46 aayey 10.39 a.yey aayey clayey 10.0 aayey aays 66.45 0.46 aayey 11.67 aayey aavey clayey 10.0 aayey aaYS 64.87 0.46 aayey 12.18 aayey aayey clayey 10.0 a,yey aays 62.67 0.46 a.yey 12.38 aayey aavey clayey 10.0 aayey a.ys 60.41 0.48 aayey 12.87 aayey aayey clayey 10.0 aayey Can 59.17 0.48 aayey 13.36 aayey aayey clayey 10.U a.yey aays 60.37 0.48 aayey 12.66 aayey aayey clayey 1U.U aayey aar5 59.62 0.48 aayey 12.85 aayey GayeY Clayey 10.0 aayey aays 57.51 0.48 aayey 13.19 aayey aayey clayey 10.0 aayey aays 57.73 0.48 aayey 13.23 aayey aayey clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 54.66 0.48 aaye,14.55 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 53.90 0.48 aayey 15.72 aayey aayey clayey 10.0 aayey Silt Mixtures: dam silt to silty clay 54.46 0.48 aayey 16.59 Clayey a.yey clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 54.50 0.48 aayey 17.59 aayey aayey clayey 10.0 aayey a,YS aayey 16.76 aayey aayey clayey 10.0 aayey56.29 0.48 59.75 0.48 58.SO 0.50 57.91 0.50 60.28 0.50 60.09 0.50 62.41 0.50 64.50 O.so 72.34 0.50 70.88 0.50 72.02 0.50 74.85 0.50 77.65 0.50 73.70 0.50 75.16 O.So 71.70 0-so 65.43 0.50 61.57 032 62.09 O.S2 58.SO 0.52 52.81 0.52 aan 15.81 aayey Clayey clayey 10.0 aayeya.yey aavs a,yey 16.24 Clayey aayey clayey 10.0 a.yey aays 14.62 aayey Clayey clayey 10.0 aayeyaayey aays aayey 13.16 a.yey aayey clayey 10.0 aayey aays aayey 12.92 aiyey aayey clayey 10.0 aayey aays aayey 12.56 aayey aayey clayey 10.0 aayey aly;aayey 11.94 aayey aayey clayey 10.0 aayey aays aayey 10.92 aayey aayey clayey 10.0 Clayey aays aiyey 11.SO aayey aavey clayey 10.0 aayey aays aayey 10.76 aayey aayey Clayey 10.0 aayey aaY,aayey 9.25 aayey aayey clayey 10.0 a,yey aaYS 8.28 aayey aayey clayey 10.0 aayeya.yey aays aayey 8.86 aayey aayey clayey 10.0 aayey aays aayey 8.66 aayey a.yey clayey 10.0 a,yey aays a.yey 9.49 aayey aayey clayey 10.0 aayey aaYS aayey 10.05 aayey aiyey Clayey 10.0 aayey aays aayey 9.85 aayey aayey clayey 10.0 aayey aays aayey 10.40 a.yey aayey Clayey 10.0 aayey aays aayey 13.31 aayey aayey clayey 10.0 aayey Silt Mixtures: clayey silt to sil aiyey 18.51 aayey aayey clayey 10.0 1 aayey Vlte C-6 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 18.50 19.40 20.20 19.40 17.60 14.80 11.40 9.80 8.90 8.60 8.40 9.70 9.50 9.20 9.50 10.00 10.20 9.90 9.50 9.70 11.50 14.50 16.70 15.90 13.7 13.8 22.6 29.4 29 28.6 24.7 18.5 17.2 20.6 24.1 28.6 32.9 37.4 35.2 34.7 34.3 32 31.1 29.9 26.2 24 23.7 6 0.93 5.43 19.69 18.56 5.03 2.90 Silt Mixtures: clayey silt to sitty clay 51.85 0.52 Clayey 21.21 aayey Clayey Clayey 10.0 aayey 6.05 1.07 5.43 19.85 19.46 552 2.91 Silt Mixtures: clayey silt to Silty clay S2.63 0.52 aayey 22.17 aayey aayey Clayey 10.0 aayey 6.1 1.15 5.50 20.01 20.26 5 69 2.91 S,lt Mixtures: clayey silt to silty clay 52.46 0.52 aayey 23.00 aayey aayey Clayey 10.0 aayey 6.15 1.20 5.50 20.18 19.46 6.19 2.95 S,lt Mixtures: clayey silt to silty clay 55.09 0.52 aayey 21.90 aayey aayey Clayey 10.0 aayey 6.2 1.12 5.38 20.34 17.66 6.36 2.99 aays 58.09 0.52 aayey 19.61 aayey aayey Clayey 10.0 aayey 6.25 1.04 5.33 20.51 14.86 7.03 3.09 0@ys 64.71 0.52 aayey 16.15 aayey aayey Clayey 10.0 aiyey 6.3 0.89 5.14 20.67 11.46 7.81 3.22 aays 74.81 0.52 aayey 12.03 Clayey aayey Clayey 10.0 aayey 6.35 0.68 5.08 20.83 9.85 6.94 3.25 aays 77.23 0.52 aayey 10.06 aiyey aayey Clayey 10.0 a.yey 6.4 0.51 5.14 21.00 8.96 5.73 3.24 aays 76.47 0.52 aayey 8.94 aayey aayey Clayey 10.0 aayey 6.45 0.42 5.17 21.16 8.66 4.88 3.22 aays 74.45 0.52 aayey 8.53 aayey aayey Clayey 10.0 aavey 6.5 0.37 5.24 21.33 8.46 4.40 3.20 aays 73.35 0.52 aayey 8.24 aayey aayey Clayey 10.0 aayey 6.55 0.37 5.33 21.49 9.76 3.81 3.11 aan 65.85 0.52 aiyey 9.68 aayey aayey Clayey 10.0 aavey 6.6 0.36 5.36 21.65 9.56 3.79 3.12 aays 66.59 0.52 aayey 9.39 aayey aayey Clayey 10.0 aayey 6.65 0.35 5.43 21.82 9.26 380 3.13 a@YS 67.92 0.52 aayey 8.99 aayey aavey Clayey 10.0 aayey 6.7 0.32 5.53 21.98 9.56 3.37 3.09 aays 64.77 0.52 aayey 9.27 aayey aayey Clayey 10.0 aayey 6.75 0.30 5.66 22.15 10.06 3.00 3.04 aays 61.26 0.52 aayey 9.77 a.yey aayey Clayey 10.0 aayey 6.8 0.30 5.71 22.31 10.26 294 3.03 aays 60.48 0.54 a.yey 9.93 aayey aayey Clayey 10.0 aayey 6.85 0.27 5.81 22.47 9 96 2.73 3.03 aays 60.29 0.54 aayey 9.54 aayey aayey Clayey 10.0 aIvey 6.9 0.29 5.89 22.64 9.56 3.05 3.08 aays 63.74 0.54 aayey 9.03 aayey aayey Clayey 10.0 aayey 6.95 0.36 5.90 22.80 9 76 3.71 3.12 aars 66.84 O.S4 aayey 9.19 a.yey aayey Clayey 10.0 aayey 7 0.50 6.03 22.97 11.57 4.35 3.09 aars 64.65 0.54 aayey 11.11 aayey 0@yey Clayey 10.0 aayey 7.05 0.66 6.15 23.13 14.S7 4.55 3.01 aays 59.03 0.54 aayey 14.32 aayey Clayey Clayey 10.0 aayey 7.1 0.78 6.18 23.29 16.77 4.67 2.96 aays 55.96 0.54 aayey 16.62 aayey aayey Clayey 10.0 aayey 7.15 0.67 6.18 23.46 15.97 4.21 2.95 aars 55.47 0.54 aayey 15.66 aayey aayey Clayey 10.0 aayey 7.2 0.61 5.99 23.62 13.76 4.45 3.03 aays 60.63 0.54 aayey 13.21 aayey aavey Clayey 10.0 aayey 7.25 0.75 6.41 23.79 13.87 5.43 3.09 aays 64.48 0.54 aayey 13.24 aayey aayey Clayey 10.0 aayey 7.3 0.94 6.6 23.95 2267 4.16 2.82 S,It Mixtures: clayey silt to Silly Clay 47.35 0.54 aayey 22.53 aayey aayey Clayey 10.0 aayey 7.35 1.23 6.7 24.11 29.47 4.18 2.73 Silt Mixtures: clayey silt tolitty clay 42.21 0.54 aayey 29.61 Clayey aayey Clayey 10.0 aayey 7.4 1.42 6.89 24.28 29.07 4.90 2.79 Silt Mixtures: clayey Silt to silty clay 45.20 0.54 aayey 29.03 aayey aayey Clayey 10.0 aayey 7.45 1.58 6.87 24.44 28.67 5.52 2.83 Silt Mixtures: clayey silt to silty clay 47.70 0.54 aayey 28.46 aayey aayey Clayey 10.0 aayey 7.5 1.56 6.8 24.61 24.77 6.32 2.92 Silt Mixtures: clayey silt to silty clay 53.41 O.S4 aayey 24.24 aayey aayey Clayey 10.0 aayey 7.55 1.29 6.6 24.77 18.57 6.97 3.06 aays 62.46 0.54 aayey 17.67 aayey aayey Clayey 10.0 aayey 7.6 0.97 6.61 24.93 17.27 5.64 3.02 aaYS 60.17 0.54 aayey 16.23 aayey aayey Clayev 10.0 aavey 7.65 1.07 6.84 25.10 20.67 5.19 2.93 Silt Mixtures: clayey silt to silly clay 54.21 0.54 aayey 19.64 aayey aavey Clayey 10.0 aavey 7.7 1.33 6.2 25.26 24.17 5.52 2.90 Silt Mixtures: clayey silt to sllty clay St.85 0.54 aayey 23.11 aayey aayey Clayey 10.0 aayey 7.75 1.69 4.09 25.43 28.64 5.91 2.86 Silt Mixtures: clayey silt to silty clay 49.55 0.54 aayey 27.57 aayey aavey Clayey 10.0 aayey 7.8 2.06 4.01 25.59 32.94 6.26 2.83 Sitt Mixtures: clayey silt to silty clay 47.89 0.54 aiyey 31.79 aayey aayey Clayey 10.0 aayey 7.85 2.34 2.99 25.75 37.43 6 26 2.79 Silt Mixtures: clayey R to sitty clay 45.52 0.54 aayey 36.17 aayey a,yey Clayey 10.0 aayey 7.9 2.54 3.08 25.92 35.23 722 2.86 Silt Mixtures: clayey sllt to sitty clay 49.44 0.54 aayey 33.78 aayey aayey Clayey 10.0 aayey 7.95 2.48 3.39 26.08 34.74 7.15 2 86 Silt Mixtures: dam silt to sitty clay 49.63 0.54 a,yey 33.11 aayey a.yey Clayey 10.0 aayey 8 2.41 3.55 26.25 34.34 7.03 2 86 Silt Mixtures: clayey silt to silty clay 49.63 0.54 aayey 32.55 aayey a.yey Clayey 10.0 aayey 8.05 2.42 3.74 26.41 32.04 7.56 2.91 Silt Mixtures: clayey silt to silty clay 52.57 0.54 aayey 30.11 aayey aayey Clayey 10.0 aâ€¢yey 8.1 2.39 3.74 26.57 31.14 7.68 2.93 Silt Mixtures: clayey silt to silly clay 53.58 0.54 aavey 29.07 aiyey aayey Clayey 10.0 aavey 8.15 2.2 3.83 26.74 29.94 7.36 2.93 Silt Mixtures: clayey silt to silty clay 53.65 0.54 aayey 27.75 a.yey aayey Clayey 10.0 aayey 8.2 1.91 3.89 26.90 26.24 7.29 2.97 aays 56.48 0.56 aayey 24.00 aiyey a.yey Clayey 10.0 a,yey 8.25 1.7 4.02 2707 24.04 7.08 2.99 aays 58 05 0.56 aayey 21.74 Clayey aayey Clayey 10.0 CIayey 8.3 1.61 3.96 27.23 23.74 6.79 2.99 aays 57.61 0.56 aayey 21.34 aayey aayey Clayey 10.0 a.yey Plate C-6 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 24.1 1.65 3.92 27.40 24.14 6.85 2.99 8.4 23.4 1.69 3.88 27.56 23.44 7.22 3.01 8.45 22 1.67 3.68 27.72 22.04 7.59 3.05 8.5 20.1 1.52 3.64 27.89 20.14 7.56 3.09 8.55 18.5 1.24 3.56 28.05 18.S4 6.70 3.08 8.6 17.9 1.05 3.64 28.22 17.94 587 3.06 8.65 19 1.02 3.64 28.38 19.04 5.37 3.01 8.7 21.5 1.07 3.73 28.54 21.54 4.98 2.94 8.75 23.6 1.11 3.77 28.71 23.64 4.70 2.89 8.8 27.1 1.16 3.83 28.87 27.14 4.28 2.82 8.85 29.5 1.25 3.92 29.04 29.54 4.24 2.79 8.9 31.2 1.41 4.04 29.20 31.24 4.52 2.79 8.95 32.3 1.55 4.17 29.36 32.35 4.80 2.79 9 32.8 1.65 4.21 29.53 32.85 5.03 2.80 9.05 32.8 1.7 4.21 29.69 32.85 5.18 2.81 9.1 32.9 1.71 4.32 29.86 32.95 5.20 2.82 9.15 33.8 1.63 4.48 30.02 33.85 4.82 2.79 9.2 38.5 1.67 4.51 30.18 38.55 4.34 2.71 9.25 38.2 1.65 4.63 30.35 38.2S 4.32 2.71 9.3 37.1 1.58 4.67 30.51 37.15 4.26 2.72 9.35 38.2 1.55 4.77 30.68 38.25 4.06 2.70 9.4 41.1 1.65 4.82 30.84 41.15 4.01 2.67 9.45 46.6 2.08 5.02 31.00 46.65 4.46 2.66 9.5 54.8 2.81 4.99 31.17 54.85 5.13 2.65 9.55 60.8 3.35 4.59 31.33 60.85 5.51 2.65 9.6 57.8 3.78 4.35 31.so 57.85 6.54 2.72 9.65 65.4 3.69 4.22 31.66 65.45 5.64 2.63 9.7 55.8 3.35 3.81 31.82 55.84 6.00 2.70 9.75 50.7 2.87 3.85 31.99 SO.74 5.66 2.72 9.8 46.7 2.48 4 32.15 46.74 5.31 2.72 9.85 43.9 2.18 3.92 32.32 43.94 4.97 2.73 9.9 40 1.81 3.99 32.48 40.04 4.53 2.73 9.95 38.1 1.99 4.02 32.64 38.14 5.22 2.79 10 40 2.17 4.07 32.81 40.04 5.43 2.79 10.05 43.6 2.4 4.21 32.97 43.65 5.So 2Jl 10.1 44.5 2.67 4.3 33.14 44.SS 600 2.79 10.15 49.2 2.9 4.2 33.30 49.25 5.89 2.75 10.2 52.5 2.97 3.93 33.46 52 S4 5.66 2.72 10.25 48.5 2.94 3.74 33.63 48.54 6.06 2.77 10.3 52.4 3.16 3.92 33.79 52.44 6.03 2.74 10.35 56.4 3.55 3.34 33.96 56.44 6.29 2.73 10.4 50.9 3.65 2.31 34.12 50.92 7.17 2.81 10.45 51 3.47 1.71 34.28 51.02 6.80 2.79 10.5 47.8 3.33 1.25 34.45 47.81 6.97 2.82 10.55 43.4 3.14 1.28 34.61 43.41 7.24 2.87 10.6 42.9 2.88 1.35 34.78 42.91 6.71 2.85 10.65 3.3 1.42 34 94 44.12 7.48 2.87 aays 57.48 O.S6 Clayey 21.62 aayey aayey Clayey 10.0 aayey aays 59.40 0.56 aayey 20.84 aayey aiyey Clayey 10.0 aayey aays 6209 0.56 aayey 19.40 aayey aayey Clayey 10.0 aayey aays 64.46 0.56 aayey 17.50 aayey aayey Clayey 10.0 Clayey aays 64.25 0.56 aayey 15.90 aayey aayey Clayey 10.0 a,yey aays 6232 0.56 aayey 15.26 aayey aiyey Clayey 10.0 aâ€¢yey airs 59.28 0.56 aayey 16.21 Clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey illt to silty clay 54.83 0.56 a.yey 18.46 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey stlt to silty clay St.68 0.56 aayey 20.33 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 47.06 0.56 aayey 23.46 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 45.21 0.56 aayey 25.56 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 45.24 0.56 aayey 27.00 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to illry clay 45.65 0.56 aayey 27.88 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 46.25 0.56 aayey 28.21 a.yey a.yey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 46.86 0.56 aayey 28.08 aayey aiyey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 46.94 0.56 aayey 28.04 a.yey aayey Clayey 10.0 a.yey Silt Mixtures: clayey R to silty clay 45.18 0.56 aayey 28.72 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to slity clay 41.01 0.56 aayey 32.79 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to Silty clay 41.17 0.56 aayey 32.38 aayey aa yey Clayey 10.0 aayey S,lt Mixtures: clayey ;ilt to silty clay 41.57 0.56 aayey 31.26 aayey aayey Clayey 10.0 aayey Sit Mixtures: clayey illt to silty Clay 40.33 0.56 aayey 32.09 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to filty clay 38.91 0.56 aayey 34.50 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to lilty clay 38.46 0.56 aayey 39.16 aayev a.yey Clayey 10.0 aayey Silt Mixtures: clayey $lit to silty clay 38.06 0.56 aayey 46.14 aayey Clayey Clayey 10.0 aayey Silt Mixtures: clayey silt tolitty clay 37.65 0.56 Clayey 51.15 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 41.46 0.56 aayey 48.34 aiyey aIvey Clayey 10.0 aayey SiU Mixture;: clayey dll to slity clay 37.04 0.56 aayey 54.68 a.yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silry clay 40.68 0.56 aayey 46.21 aayey aayey Clayey 10.0 a.yey Silt Mixtures: clayey silt to silty clay 41.36 0.56 aayey 41.66 a.yey aayey Clayey 10.0 a.yey Silt Mixtures: clayey silt to silly clay 41.78 0.56 eye,38.08 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 41.84 0.56 aayey 35.55 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey $(It to silty clay 42.09 0.56 aayey 32.11 aayey aayey Clayey 10.0 aayey S,lt Mixtures: clayey illt to silty clay 4S.53 0.56 aayey 30 38 aayey aayey Clayey 10.0 aayey Silt Milrtures: cliyey $ilt to silly clay 4S.33 0.56 aayey 31.84 aayey aayey Clayey 10.0 aayey Sllt Mixtures: clayey silt to illty Clay 44.02 0.56 aayey 34.71 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey Illt toillty clay 45.24 0.56 aayey 35.31 a,yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 43.16 0.56 a.yey 39.05 aayey aayey Clayey 10.0 aayey 51lt Mixtures: clayey silt to,itty clay 41.38 0.56 aayey 41.61 a.yey a.yey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 44.06 O.S6 aayey 38.16 aayey Clayey Clayey 10.0 Clayey Silt Mixtures: clayey slit to silty clay 42.66 0.56 aayey 41.19 aayey aIvey Clayey 10.0 aayey Silt Mixtures: clayey sllt to silly clay 42 21 0.56 aayey 44.29 aayey aayey Clayey 10.0 aayey Silt Mixtures: dam silt to silty clay 46.47 0.56 aayey 39.64 a.yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 45.53 0.56 aayey 39.57 aavey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 47.24 0.S6 aayey 36.83 a.yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay Silt Mixtures: clayey silt to silty Clay Silt Mixtures: clavey silt to silt ALBUS-KEEFE & ASSOCIATES, INC. 49.90 0.56 aayey 33.15 aayey a.yey Clayey 10.0 aayey 48.77 0.56 aiyey 32.62 aayey aayey Clayey 10.0 aayey 50.39 0.56 aayey 33.44 aayey aayey Clayey 10.0 aayey te C-6 5 of 7 59.8 79.7 70.2 62.2 54.3 45.8 42.9 37 32.1 29.7 24.1 21 18 18.5 20.6 26.2 39.4 81.2 118.6 123 103.5 76.3 59.6 127.7 208.8 258.9 294.8 323.5 345.5 355 363.4 369.4 369.7 368.1 364.2 361.1 357.7 352.7 350 347.8 344.3 348.2 356.4 362.1 370.5 381.1 398.4 10.7 3.92 1.67 35.10 59.82 6.56 2.74 Silt Mixtures: clayey silt to silly clay 42.39 0.56 aayey 45.77 aayey aayey Clayey 10.0 aayey 10.75 4.5 1.86 35.27 79.72 5.65 2.60 Ntt Mixtures: clayey silt to sitty clay 35.40 0.56 a.Yey 61.31 aayey aavey Clayey 10.0 aayey 10.8 3.88 1.25 35.43 70.21 5.53 2.63 Silt Mixtures: clayey silt to sitty clay 37.01 0.56 aayey 53.60 aayey aayey Clayey 10.0 aayey 10.85 4.34 0.79 35.60 62.21 698 2.75 Silt Mixtures: clayey silt to silly clay 43.04 0.56 aayey 47.12 aayey aayey Clayey 10.0 aayey 10.9 4.03 0.14 35.76 54.30 7.42 2.81 Silt Mixtures: clayey silt to silty clay 46.64 0.56 aayey 40.76 aayey aayey Clayey 10.0 aayey 10.95 3.54 -0.21 35.93 45.80 7.73 2.88 Silt Mixtures: cl@yey $|It to s|Ity Clay 50.73 0.56 aayey 33.98 aayey aayey Clayey 10.0 aayey 11 3.26 -0.36 36.09 42.90 7.60 2.90 Silt Mixtures: clayey silt to silly clay 51.78 0.56 aayey 31.60 aayey aayey Clayey 10.0 aayey 11.05 2.63 -1.12 36.25 36.99 7.11 2.93 Silt Mixtures: clayey silt to silty clay 53.66 O.S6 aiyey 26.92 aayey aayey Clayey 10.0 aayey 11.1 2.05 -1.86 36.42 32.08 6.39 2.94 Silt Mixtures: clayey silt to silly clay 54 80 0.56 aayey 23.04 aayey aayey Clayey 10.0 aayey 11.15 1.66 -1.9 36.58 29.68 S.59 2.93 Silt Mixtures: clayey silt to silty clay 54.12 0.54 aayey 21.11 a.yey aayey Clayey 10.0 aavey 11.2 1.45 -1.9 36.75 24.08 6.02 3.04 aays 60.87 0.54 a.yey 16.74 aayey a.yey Clayey 10.0 a.yey 11.25 1.33 -1.9 36.91 20.98 6.33 3.11 airs 65 84 0.54 aayey 14.31 Clayey aayey Clayey 10.0 aayey 11.3 1.33 -1.87 37.07 17.98 7.39 3.21 aays 74.03 0.54 aayey 11.98 aayey aayey Clayey 10.0 aayey 11.35 1.24 -1.75 37.24 18.48 6.70 3.18 aays 71.10 0.54 aayey 12.30 aayey aayey Clayey 10.0 aayey 11.4 1.36 -1.71 3740 20.58 6.60 3.13 aays 67.61 0.54 aayey 13.84 a.yey aayey Clayey 10.0 aayey 11.45 1.73 -1.61 37.57 26.18 6.60 304 aaYS 61.07 0.54 0@yey 17.98 aayey a.yey Clayey 10.0 aayey 11.5 2.55 -1.55 37.73 39.38 6.47 2.89 Silt Mixtures: clayey silt to silty clay Sl.19 0.54 aayey 27.79 aayey aayey Clayey 10.0 aayey 11.55 2.74 -1.43 37 89 81.18 3.37 2.40 Sand Mixtures: silry sand to sandy silt 26 56 O.S4 2.33 68.17 158.64 0.65 1.2 1.2 Uqueflable 11.6 2.38 -1.77 38.06 118.58 2.01 212 Sand Mixtures: silty sand to sandy silt 1655 0.54 1.50 99.40 149.13 0.56 1.0 1.0 Liquefiable 11.65 1.74 -2.44 38.22 122.97 1.41 2.01 Sandi: clean to silty 13.12 0.54 1.31 102.90 134.64 0.45 0.8 0.8 Liquefiable 11.7 2.25 -2.92 38.39 103.47 2.17 2.19 Sand Mixtures: silty sand to sandy stlt 18.74 0.54 1.65 86.44 142.48 0.51 0.9 0.9 liquefiable 11.75 2.81 -3.16 38.55 76.27 368 2.45 Sand Mixtures: silty sand to sandy silt 28.61 0.54 2.54 63.61 161.59 1.00 1.9 1.9 Non-Liquefiable 11.8 2.8 -3.18 38.71 59.57 4.70 2.66 Silt Mixtures: clayey A to silly clay 38.18 0.54 aayey 41.97 aayey aayey Clayey 10.0 aayey 11.85 2.42 -2.67 38.88 127.67 1.90 2.09 Sand Mixtures: silly sand to $andy silt 15.40 0.54 1.43 106.10 151.78 0.S9 1.1 1.1 Uquefiable 11.9 1.99 -2.83 39.04 208.77 0.95 1.72 Sands: clean to silty 6.54 0.54 1.05 173.18 182.33 1.00 1.9 1.9 Non-LIquefiable 11.95 1.78 -2.83 39.21 258.87 0.69 1.56 Sands: clean to silty 3.67 0.54 1.00 214.36 214.36 100 1.9 1.9 Non-Liquefiable 12 1.6 -3.03 39.37 294.77 0.54 1.45 Sands: clean to sitty 2.10 0.54 1.00 243.67 243.67 1.00 1.9 1.9 Non-Liquefiable 12.05 1.61 -3.22 39.53 323.47 0.50 1.39 Sands: clean to silty 1.42 0.54 100 266.94 266.94 1.00 1.9 1.9 Non-Uquefiable 12.1 1.67 -3.3 39.70 345.46 0.48 1.36 Sands: clean to silty 1.08 O.S4 1.00 284.61 284.61 1.00 1.9 1.9 Non-Liquefiable 12.15 1.79 -3.3 39.86 354.96 0.50 1.37 Sandis: clean to silty 1.12 0.54 1.00 291.94 291.94 100 1.9 1.9 Non-Liquefiable 12.2 1.59 -3.41 40.03 363.36 0.44 1.32 Sands: clean to silty 0.59 0.54 1.00 298.34 298.34 1.00 1.9 1.9 Non-Liquefiable 12.25 1.77 -3.49 40.19 369.36 0.48 1.34 Sands: clean to silty 0.82 0.54 1.00 302.76 302.76 1.00 1.9 1.9 Non-liquefiable 12.3 1.91 -3.49 40.35 369.66 0.52 1.36 Sands: clean to silty 1.08 0.54 1.00 302.50 302.SO 1.00 1.9 1.9 Non-Uqueflable 12.35 2.02 -3.49 40.52 368 06 0 55 1.38 Sands: clean to stir,1.31 0.54 100 300.68 300.68 1.00 1.9 1.9 Non-Liquefiable 12.4 2 -3.44 40.68 364.16 0.55 1.39 Sands: clean to silty 1.36 0.54 100 297.00 297.00 1.00 1.9 1.9 Non-Liquefiable 12.45 2.01 -3.4 40 85 361.06 0.56 1.39 Sands: clear to silty 1.44 0.54 1.00 293.99 293.99 1.00 1.9 1.9 Non-liquefiable 12.5 1.98 -3.4 41.01 357.66 0.55 1.40 Sands: clean to sitty 1.46 0.54 1.00 290.74 290.74 1.00 1.9 1.9 Non-Liquefiable 12.55 1.91 -3.4 41.17 352.66 0.54 1.39 Sands: clean to silty 1.45 0.54 1.00 286.20 286.20 1.00 1.9 1.9 Non-Liquefiable 12.6 1.74 -3.39 41.34 349.96 0.50 1.37 Sards: clear to silly 1.18 0.54 1.00 283.54 283.54 1.00 1.9 1.9 Non-Liquefiable 12.65 1.63 -3.3 41.50 347.76 0.47 1.36 Sands: clean to silty 1.02 0.54 1.00 281.30 281.30 1.00 1.9 1.9 Non-Liquefiable 12.7 1.55 -3.23 41.67 344.27 045 1.35 Sands: clean to silty 0.93 0.54 1.00 278.02 27802 1.00 1.9 1.9 Non-Liquefiable 12.75 1.67 -2.4 41.83 348.17 048 1.36 Sands: clean to silty 1.10 0.S4 100 280.71 280.71 1.00 1.9 1.9 Non-Liquefiable 12.8 1.77 -2.27 41.99 356.38 0.50 1.37 Sands: clean to silty 1.14 o.sâ€¢1.00 286.85 286.85 1.00 1.9 1.9 Non-liquefiable 12.85 1.77 -2.27 42.16 362.08 0.49 1.36 Sands: cle@n to silty 1.03 0.54 1.00 290.97 290.97 1.00 1.9 1.9 Non-Uquefiable 12.9 1.82 -2.27 42.32 370.48 0.49 1.35 Sands: clean to silty 0.97 0.54 1.00 297.24 297.24 1.00 1.9 1.9 Non-Liqueflable 12.95 3.13 -2.22 42.49 381.08 0.82 1.50 Sands: clean to silty 2.91 0.54 1.00 305.25 305.25 100 1.9 1.9 Non-liquefiable 13 4.62 -2.26 42.65 398.38 1.16 1.61 Sands: clean to silly 4.52 0.54 1.00 318.60 318.60 100 1.9 1.9 Non-Liquefiable Plate C-6 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 2.76 -2.41 42.81 414.87 0.67 1.41 Sand$: clean to $ ilty 1.68 0.54 1.00 331.27 331.27 1.00 1.9 1.9 Non-Liquefiable 13.1 2.65 -2.61 42.98 423.97 0.63 1.39 Sands: clean to silty 1.36 0.54 1.00 337.99 337.99 1.00 1.9 1.9 Non-Liquefiable 13.15 2.67 -1.09 43.14 391.69 0.68 1.44 Sands: clean to silty 2.00 0.54 1.00 311.75 311.75 1.00 1.9 1.9 Non-liquefiable 13.2 2.31 -1.08 43.31 382.89 0.60 1.41 Sands: clean to silty 1.61 0.54 1.00 304.27 304.27 100 1.9 1.9 Non-liquefiable 13.25 2.02 -1.05 43.47 377.59 0.53 1.38 Sands: clean to sitty 1.23 0.54 1.00 299.58 299.58 1.00 1.9 1.9 Non-liquefiable 13.3 1.79 -1.18 4364 365.89 0.49 1.36 Sands: clean to sitty 1.05 0.54 1.00 289.84 289.84 1.00 1.9 1.9 Non-Liquefiable 13.35 1.75 -1.17 43.80 357.19 0.49 1.37 Sands: clean to sitty 1.15 0.52 1.00 282.51 282.51 1.00 1.9 1.9 Non-Liquefiable 13.4 1.85 -1.05 43.96 364.09 0.51 1.37 Sands: clean to silly 1.21 0.52 1.00 287.52 287.52 1.00 1.9 1.9 Non-Uqueflable 13.45 1.76 -1.05 44.13 366.79 0.48 1.35 Sands: dem to silty 0.99 0.52 1.00 289.20 289.20 1.00 1.9 1.9 Non-Liqueflable 13.5 1.65 -1.2 44.29 360.29 046 1.35 Sands: clean to silty 0.92 0.52 1.00 283.63 283.63 1.00 1.9 1.9 Non-Uquefiable 13.55 1.62 -1.35 44.46 367.99 0.44 1.33 Sands: clean to illty 0.72 0.52 1.00 289.25 289.25 1.00 1.9 1.9 Non-liquefiable 13.6 1.68 -1.43 44 62 371.38 0.45 1.34 Sands: clear to silty 0.78 0.52 1.00 291.47 291.47 1.00 1.9 1.9 Non-Liquefiable 13.65 1.73 -1.34 44.78 372.69 0.46 1.34 Sands: clear, to silty 0.85 0.52 1.00 292.04 292.04 1.00 1.9 1.9 Non-Liquefiable 13.7 1.75 -0.42 44.95 386.90 0.45 1.32 Sards: clean to silty 0.64 0.52 1.00 302.71 302.71 1.00 1.9 1.9 Non-Liquefiable 13.75 1.75 -0.3 45.11 415.50 0.42 1.28 Gravelly sand to dense land 0.20 0.52 1.00 324.S9 324.59 1.00 1.9 1.9 Non-Liquefiable 13.8 1.87 -0.27 45.28 427.90 044 1.28 Gravelly sandi to dense sand 0.21 O.S2 1.00 333.76 333.76 1.00 1.9 1.9 Non-Liquefiable 13.85 1.95 -0.39 45.44 409.20 0.48 1.32 Sands: clean to silty 0.63 032 1.00 318.69 318.69 1.00 1.9 1.9 Non-Liquefiable 13.9 1.92 -0.25 45.60 396.00 0.48 1.34 Sands: clean to silty 0.80 0.52 1.00 307.95 307.95 1.00 1.9 1.9 Non-Uqueflable 13.95 2 -0.39 45.77 390.10 0.51 1.36 Sands: clean to silty 1.05 0.52 1.00 302.90 302.90 1.00 1.9 1.9 Non-Liquefiable 14 2.36 -0.88 45.93 377.99 0.62 1.43 Sands: clean to silty 1.89 0.52 1.00 293.06 293.06 1.00 1.9 1.9 Non-Liquefiable 14.05 2.34 -0.97 46.10 358.99 0.65 1.46 Sands: clean to sllty 2.28 0.52 1.00 277.92 277.92 100 1.9 1.9 Non-Liquefiable 14.1 2.15 -0.79 46.26 349.39 0.62 1.45 Sands: clear to silty 2.16 0.52 1.00 270.08 270.08 100 1.9 1.9 Non-liquefiable 14.15 ,1.87 -0.71 46.42 340.29 0.55 1.43 Sands: clean to $ilty 1.84 0.52 1.00 262.65 262.65 1.00 1.9 1.9 Non-liquefiable 14.2 1.33 -0.68 46.59 339.09 0.39 1.33 Sands: dear to silty 0.75 0.52 1.00 261.34 261.34 1.00 1.9 1.9 Non-liquefiable 14.25 1.15 -0.74 46.75 296.89 0.39 1.38 Sandi: clean to silty 1.24 0.52 100 22848 228.48 1.00 1.9 1.9 Non-liquefi@ble 14.3 ,1.5 -0.87 46.92 207.49 0.72 1.67 Sands: clean to sitty 5.54 0.52 1.02 159.44 162.04 1.00 1.9 1.9 Non-Uquefiable 14.35 '1.93 -0.88 47.08 134.69 1.43 2.01 Sandi$: clean to silty 13.21 0.52 1.31 103.35 135.67 0.45 0.9 0.9 Liquefiable 14.4 1.83 -0.58 47.24 80.29 2.28 2.32 Sand Mixtures: silty sand to Andy silt 23.12 0.52 2.00 61.52 123.14 0.37 0.7 0.7 Liquefiable 14.45 1.45 -0.76 47.41 40.19 3 61 2.78 Silt Mixtures: clayey silt to silly clay 44.63 0.52 aayey 23.13 aayey Clayey Clayey 10.0 aayey 14.5 0.97 -1.66 47.57 28.28 3.43 2.90 Silt Mixtures: clayey silt to silty clay 52.04 0.52 aayey 15.71 aayey Ct@yey Clayey 10.0 aayey 14.55 0.57 -1.69 47.74 23.98 2.38 2.88 Silt Mixtures: clayey silt to silty clay 5055 0.52 aayey 13.01 aayey aavey Clayey 10.0 aayey 14.6 0.45 0.26 47.90 22.70 1.98 2.86 Silt Mixtures: clayey silt to silty clay 49.44 0.52 aayey 12.17 Clayey aayey Clayey 10.0 aayey 14.65 0.58 0.69 48.06 22.81 2.54 2.92 Silt Mixtures: clayey silt to silty clay 53.19 0.52 aayey 12.19 aayey aayey Clayey 10.0 aavey 14.7 0.7 0.92 48.23 23.71 2.95 2.94 Sit Mixtures: clayey silt to silty clay 54.61 0.52 0@yey 12.70 aayey aayey Clayey 10.0 aayey 14.75 0.68 1.28 48.39 22.01 309 2.99 aays 57.60 0.52 aayey 11.62 aayey aayey Clayey 10.0 aayey 14.8 0.59 1.54 48.56 19.62 301 3.03 aays 60.77 0.52 aavey 10.13 aayey aayey Clayey 10.0 aayey 14.85 0.55 1.93 48.72 19.82 2.78 3.01 aays 59.16 0.52 aayey 10.21 aayey aayey Clayey 10.0 aayey 14.9 0.62 2.3 48 88 20.82 2.98 3.01 aays 58.93 0.52 aayey 10.78 aayey Clayey Clayey 10.0 aayey 14.95 0.67 2.71 49.05 22.03 3 05 2.99 aavs 57.70 0.52 aavey 11.46 aayey aayey Clayey 10.0 15 0.74 3.21 49.21 20.93 3.S4 3.05 aaYS 62.02 0.52 aayey 10.77 aiyey aayey Clayey 10.0 15.05 0.69 3.69 4938 20.34 3.40 3.06 aaYS 62.29 0.52 aayey 10.37 aayey aiyey Clayey 10.0 15.1 0.66 4.27 49.S4 19.55 3.38 3.07 aays 63.60 0.50 aayey 9.86 aayey aayey Clayey 10.0 15.15 0.59 4.89 49.70 20.95 2.82 3.00 aays 58.31 0.50 aayey 10.66 aayey aayey Clayey 10.0 15.2 0.56 5.41 49.87 21.06 2.67 2.98 aays 57.29 O.so aayer 10.68 aayey aayey Clayey 10.0 15.25 0.53 6.06 50.03 20.17 2.64 3.00 aavs 58.54 0.50 aayey 10.11 aayey aavey Clayey 10.0 414.9 424 391.7 382.9 377.6 365.9 357.2 364.1 366.8 360.3 368 371.4 372.7 386.9 415.5 427.9 409.2 396 390.1 378 359 349.4 340.3 339.1 296.9 207.5 134.7 80.3 40.2 28.3 24 22.7 22.8 23.7 22 19.6 19.8 20.8 22 20.9 20.3 19.5 20.9 21 20.1 ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aayey aayey aayey 7 of 7 Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 7 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft rhicknes Unit Wt.Bottom (Sv boi Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 (CPTU) 3 60 3.600 - mm (35.7) 4 60 3.600 Area: -crnz (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 ***m 999 -*Â§***/i- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR Kc Estimated Meas. Tip Side Dyn. Pore Cori. Tip Friction SBT Index SBT Fines Cyclic Soil Depth Resist., q,Fricbon, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stres$Classif. (rn)(t50 (tsO (psi) (ft) (tsf)Rf (%) 0 (%) Ratio Factor 0.05 36.80 0.00 0.03 0.16 36.80 0.00 2.11 Sand Mixtures: silty sand to sandy litt 16.19 0.38 1.48 0.1 47.00 1.91 0.03 0.33 47.00 4.06 2.44 Sand Mixtures: silry sand to $andy silt 28.17 0.38 2.49 0.15 118.30 2.31 0.02 0.49 118.30 1.95 1.94 Sands: clean to silty 11.38 0.38 1.23 0.2 150.80 2.20 0.06 0.66 150.80 1.46 1.78 Sands: clean to silty 7.61 0.38 1.09 0.25 98.70 1.94 0.10 0.82 98.70 1.97 1.99 Sands: clean to silty 12.75 0.38 1.29 0.3 55.20 1.60 0.17 0.98 55.20 2.90 2.29 Sand Mixtures: silty sand to sandy silt 22.03 0.38 1.91 0.35 33.90 1.37 0.17 1.15 33.90 4.04 2.54 Sandi Mixtures: silly sandi to sandy silk 32.38 0.38 2.96 0.4 18.90 1.27 0.20 1.31 18.90 6.72 2.87 SiU Mixtures: clayey silt to silty clay 50.34 0.38 aayey 0.45 20.50 0.96 0.81 1.48 20.51 4.68 2.74 SIt Mixtures: clayey $ilt to silty clay 42.50 0.38 aayey 0.5 26.00 1.06 -1.93 1.64 25.98 4.08 2.62 Silt Mixtures: clayey silt to silty clay 36.43 0.38 aayey 0.55 25.10 1.23 -4.23 1.80 25.OS 4.90 2.69 Silt Mixtures: dam silt to silty clay 39 87 0.38 aayey 0.6 22.50 1.09 -4.74 1.97 22.4S 4.84 2 72 Silt Mixtures: clayey silt to silty clay 41.49 0.38 aayey 0.65 21.10 1.07 -4.77 2.13 21.05 5.07 2.75 Silt Mixtures: clayey silt to silly clay 4336 0.38 aayey 0.7 19.80 1.07 -4.77 2.30 19.75 5.40 2.79 Silt Mixtures: clayey R to slity clay 45.58 0.38 aayey 0.75 17.90 1.05 -4.77 246 17.85 5.87 2.85 Silt Mixtures: clayey silt to silty clay 48.90 0.38 a@yey 0.8 16.70 1.01 -4.77 2.62 16.65 6.05 2.88 Silt Mixtures: clayey silt to silty clay SO.80 0.38 aayey 0.85 15.10 0.92 -4.77 2.79 15.05 6.09 2.91 Silt Mixtures: clayey silt to silty clay 52.93 0.38 a.yey 0.9 14.60 0.90 -4.65 2.95 14.55 6.16 2.93 Silt Mixtures: clayey silt to silty clay 53.85 0.38 a@yey 0.95 16.90 0.88 -4.55 312 16.85 5.21 2.83 Silt Mixtures: clayey silt to silty clay 47.89 0.38 a@yey 1 15.80 0.85 -4.59 3.28 15.75 5.38 2.86 Silt Mixtures: clayey silt to silly clay 49.78 0.38 aayey 1.05 15.50 0.85 -4.62 3.44 15.45 5.48 2.88 Silt Mixtures: clayey silt to silly clay So.51 0.38 aayey 1.1 17.70 0.90 -4.48 3.61 17.65 5.08 2.81 S,lt Mixtures: clayey silt to silty clay 46.64 0.38 aayey 1.15 19.40 0.97 -4.39 3.77 19.35 500 2.78 Silt Mixtures: clayey silt to sitty clay 44.69 0.38 aayey 1.2 20.30 1.01 -4.39 3.94 20.25 4.98 2.76 5,lt Mixtures: clayey silt to silty clay 43.80 0.38 aayey 1.25 18.70 0.95 -4.06 4.10 18.66 5.08 2.79 Silt Mixtures: clayey silt to 511ty clay 45.64 0.38 aayey ALBUS-KEEFE & ASSOCIATES, INC. Uquefaction, inalysis Corrected Factor of Uquefaction q,IN for Fines CRR,.s'MSF Safety Susceptibility |4,1",I Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 SS.65 82.24 0.19 NA NA Above High GWL 71.08 177.20 1.00 NA NA Above High GWL 178.90 219.91 1.00 NA NA Above High GWL 228.05 248.39 1.00 NA NA Above High GWL 149.26 192.64 1.00 NA NA Above High GWL 83.48 159.17 0.66 NA NA Above High GWL 51.27 151.95 0.59 NA NA Above High GWL 28.58 aayey aayey NA NA Above High GWL 31.00 a.yey aayey NA NA Above High GWL 39.32 aayey aayey NA NA Above High GWL 37.96 aayey aiyey NA NA Above High GWL 34.03 aayey aayey NA NA Above High GWL 31.91 aavey aayey NA NA Above High GWL 29.94 a.yey aayey NA NA Above High GWL 27.07 aayey aayey NA NA Above High GWL 25.26 aayey a.yey NA NA Above High GWL 22.84 aayey aayey NA NA Above High GWL 22.08 aayey a.yey NA NA Above High GWL 25.56 aiyey aayey NA NA Above High GWL 23.89 aayey aayey NA NA Above High GWL 23.44 a.yey aayey NA NA Above High GWL 26.77 aayey aayey NA NA Above High GWL 29.34 aayey aayey NA NA Above High GWL 30.70 aavey Ciayey NA NA Above High GWL 28.28 aayey aayey NA NA Above High GWL Plate C-7 1 of 7 1.3 17.10 0.81 -3.87 4.27 17.06 4.74 2.80 Silt Mixtures: clayey silt to silty clay 46.10 0.38 aayey 25.86 aayey aayey NA NA Above High GWL 1.35 16.00 0.72 -3.77 4.43 15.96 4.50 2.81 Silt Mixtures: clayey silt to silty clay 46.50 0.38 aayey 24.20 aayey aayey NA NA Above High GWL 1.4 15.10 0.64 -3.72 4.59 15.06 4.24 2.81 Silt MixturesÂ· clayey sitt to silty clay 46.61 0.38 aayey 22.84 aayey aayey NA NA Above High GWL 1.45 14.80 0.59 -3.60 4.76 14.76 3.99 2.80 Stlt Mixtures: clayey silt to silly clay 46.00 0.38 aayey 22.38 aayey aayey NA NA Above High GWL 1.5 15.70 0.56 -3.62 4.92 15.66 3.57 2.75 Sllt Mixtures: clayey silt to sllty clay 43.11 0.36 a.yey 23.74 aayey aayey NA NA Above High GWL 1.55 17.20 0.69 -3.27 5.09 17.16 4 01 2.7S Silt Mixtures: clayey silt to filty clay 43.30 0.36 aayey 2601 aayey aayey NA NA Above High GWL 1.6 20.20 0.85 -2.45 5.25 20.17 4.21 2.71 Silt Mixtures: clayey slit to silty clay 41.21 0.36 aayey 30.55 aavey aayey NA NA Above High GWL 1.65 23.00 1.00 -1.99 5.41 22.98 4.35 2.68 Silt Mixtures: clayey slit to ;ilty clay 39.53 0.36 aayey 34.78 aayey aayey NA NA Above High GWL 1.7 23.40 1.11 -1.68 5.58 23.38 4.74 2.70 Silt Mixtures: clayey silt to sitty clay 40 65 0.36 aayey 35.39 aayey aayey NA NA Above High GWL 1.75 22.80 1.14 -1.62 5.74 22.78 5.00 2.73 SIT Mixtures: clayey silt to litty clay 41.96 0.36 aaye,34.48 a.yey aiyey NA NA Above High GWL 1.8 21.90 1.13 -1.26 5.91 21.89 5.16 2.75 Silt Mixtures: clayey slit to sllty clay 43.19 0.36 aayey 33.12 aayey a.yey NA NA Above High GWL 1.85 20.70 1.08 -1.17 6.07 20.69 5.22 2.77 Silt Mixtures: clayey silt to Silty clay 44.38 0.36 aayey 31.30 aayey a.yey NA NA Above High GWL 1.9 18.80 0.96 -1.17 6.23 18.79 5.11 2.63 Silt Mixtures: clayey sllt to silty clay 36.78 0.36 aayey 49.27 aayey aayey NA NA Above High GWL 1.95 17.50 0.88 -1.17 640 17.49 5.03 2.65 Silt Mixtures: clayey silt to silty Clay 38.06 0.36 a.yey 44.59 a.yey aayey NA NA Above High GWL 2 16.80 0.79 -1.10 6.56 16.79 4.70 2.65 Silt Mixtures: clayey silt to silty clay 38.05 0.36 aayey 41.67 a,yey aayey NA NA Above High GWL 2.05 15.70 0.75 -0.86 6.73 15.69 4.78 2.69 Silt Mixtures: clayey R to silly clay 39.83 0.36 aayey 37.91 aayey aayey NA NA Above High GWL 2.1 15.10 0.70 4.88 6.89 15.09 4.64 2.70 Silt Mixtures: clayey silt to silty clay 40.43 0.36 aayey 35.53 Clayey aayey NA NA Above High GWL 2.15 15.40 0.70 -0.80 7.05 15.39 4.55 2.69 Silt Mixtures: clayey silt to silty clay 40.18 036 aayey 35.39 aayey aayey NA NA Above High GWL 2.2 16.10 0.70 -0.82 7.22 16.09 4.35 2.67 Silt Mixtures: clayey illt to silty Clay 39.10 0.36 aayey 36.18 aavey aayey NA NA Above High GWL 2.25 16.30 0.74 -0.73 7.38 16.29 4.54 2.69 Silt Mixtures: clayey slit to silty Clay 39.96 0.36 aayey 35.80 a.yey aayey NA NA Above High GWL 2.3 16.50 0.77 -0.80 7.55 16.49 4.67 2.70 Silt Mixtures: clayey litt to silly clay 40.58 0.36 aiyey 35.44 aayey aayey NA NA Above High GWL 2.35 15.80 0.72 -0.66 7.71 15.79 4.56 2.72 Silt Mixtures: clayey 1ilt to silly clay 41.33 0.36 aiyey 33.15 aayey a.yey NA NA Above High GWL 2.4 14.60 0.67 -0.52 7.87 14.59 4.59 2.75 Silt Mixtures: clayey jilt to silry clay 43.26 0.36 a.yey 29.90 aayey aayey NA NA Above High GWL 2.45 14.60 0.66 -0.43 8.04 14.60 4.52 2.75 Silt Mixtures: clayey illt to silty clay 43.36 0.36 aayey 29.34 aayey aavey Clayey 10.0 a,vey 2.5 16.20 0.71 -0.40 8.20 16.20 4.38 2.71 Silt Mixtures: clayey silt to silly clay 41.14 0.38 aayey 32.33 aayey aiyey Clayey 10.0 aayey 2.55 16.90 0.71 -0.50 8.37 16.89 4.20 2.69 Silt Mixtures: clayey silt to silty clay 39.89 0.38 aayey 33.43 a.yey aayey Clayey 10.0 aayey 2.6 17.20 0.75 -0.38 8.53 17.20 4.36 2.70 Sm Mixtures: clayey silt to silty clay 40.35 0.38 aayey 33.70 aayey Clayey Clayey 10.0 aayey 2.65 16.20 0.75 -0.14 8.69 16.20 4 63 2.74 Silt Mixtures: clayey sllt to silty clay 42.58 0.38 aayey 31.36 aayey a,yey Clayey 10.0 aayey 2.7 15.80 0.75 -0.10 8.86 15.80 4.75 2.76 Silt Mixtures: clayey silt to silty clay 43.65 0.38 aayey 30.25 aayey aayey Clayey 10.0 aayey 2.75 14.60 0.74 -0.13 9.02 14.60 5.07 2.81 Silt Mixtures: clayey silt to silly clay 46.47 0.38 Clayey 27.60 aayey Clayey Clayey 10.0 aayey 2.8 14.90 0.77 -0.13 9.19 14.90 5.17 2.81 Silt Mixtures: clayey silt to silty clay 46.60 0.40 a ayey 27.91 aayey a.yey Clayey 10.0 aayey 2.85 15.30 0.76 -0.13 9.35 15.30 4.97 2.79 5ilt Mixtures: clayey silt to silty clay 45.S9 0.40 aayey 28.40 aIvey aayey Clayey 10.0 aayey 2.9 14.70 0.73 -0.22 9.51 14.70 4.97 2.81 Sit Mixtures: clayey silt to silty clay 4636 0.40 aayey 26.98 aayey aayey Clayey 10.0 aayey 2.95 13.30 0.73 -0.28 9.68 13.30 5.49 2.88 Silt Mixtures: clayey silt to dir, clay 50.58 0.40 aayey 24.07 aayey aayey Clayey 10.0 aayey 3 12.40 0.61 4.30 9.84 12.40 4.92 2.87 Silt Mixtures: clayey silt to silty clay 50.29 0.40 a.yey 22.15 aayey aayey Clayey 10.0 aayey 3.05 11.70 0.57 4).20 1001 11.70 4.87 2.89 Silt Mixtures: clayey sllt to silty Clay 51.59 0.40 aayey 20.64 aayey aayey Clayey 10.0 aavey 3.1 10.90 0.48 4).20 10.17 10.90 4.40 2.89 Silt Mixtures: clayey silt to silty clay 51.59 0.42 aayey 18.97 aayey aavey Clayey 10.0 aayey 3.15 10.30 0.45 4).20 10.33 10.30 4.37 2.92 Silt Mixtures: clayey silt to silty clay 52.98 0.42 aayey 17.69 aayey aiyey Clayey 10.0 aayey 3.2 10.30 0.45 -0.13 10.50 10.30 4.37 2.92 51& Mixtures: clayey silt to,ilty clay 53.20 0.42 aiyey 17.52 aayey aayey Clayey 10.0 aayey 3.25 10.00 0.45 .0.20 10.66 10.00 4.50 2.94 Silt Mixtures: clayey silt to $;Ity clay 54.65 0.42 aayey 16.81 aayey aayey Clayey 10.0 aayey 3.3 9.70 0.42 -0.26 10.83 9.70 4.33 2.95 Silt Mixtures: clayey silt to silty clay 54.92 0.42 aayey 16.12 a,yey aayey Clayey 10.0 aiyey 3.35 8.60 0.36 -0.13 10.99 8.60 4.19 2.99 aays 57.56 0.42 aayey 14.03 aayey aayey Clayey 10.0 aayey 3.4 8.00 0.33 -0.06 aiyey 12.84 aayey Clayey Clayey 10.0 3.45 8.00 0.29 -0.05 aayey 12.72 aayey aayey Clayey 10.0 3.5 8.10 0.34 -0.02 aayey 12.77 a.yey Clayey Clayey 10.0 3.55 7.70 0.34 0.02 a@Yey 11.97 aayey aayey Clayey 10.0 a.yey 12.36 aayey aayey Clayey 10.0 11.15 8.00 4.13 3.01 aays S9 AS 042 11.32 8.00 3.63 2.98 aays 57.37 0.42 11.48 8.10 4.20 3.02 aays 59.93 0.44 11.65 7.70 4.42 3.06 aays 62.53 0.44 11.81 8.00 4.00 3.02 aays 59.87 0.443.6 0.32 0.10 ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aayey te C-7 2 of 7 7.60 7.30 7.50 7.50 7.70 7.40 6.60 5.90 5.70 6.90 7.60 8.20 8.70 8.80 8.80 9.30 9.60 9.80 9.90 9.80 10.00 10.20 10.40 11.70 12.90 14.30 14.80 14.10 13.30 13.40 13.30 13.00 12.20 12.10 11.30 10.20 9.60 10.40 10.60 7.50 8.60 11.30 12.20 12.30 11.50 10.70 10.30 3.65 0.29 0.10 11.98 7.60 3.82 3.03 aays 60.68 0.44 aayey 11.58 aayey aayey Clayey 10.0 aayey 3.7 0.28 0.13 12.14 7.30 3.84 3.05 aays 62.17 0.44 aayey 10.97 aayey a@yey Clayey 10.0 aayey 3.75 0.26 0.17 12.30 7.SO 3.47 3.02 aars 59.82 0.44 aiyey 11.20 a.yey aayey Clayey 10.0 aayey 3.8 0.26 0.17 12.47 7.50 347 302 aays 60.07 044 aayey 1109 aayey aayey Clayey 10.0 a,yey 3.85 0.26 0.18 12.63 7.70 3.38 3.01 aays 59.10 0.44 aavey 11.32 aayey aayey Clayey 10.0 aayey 3.9 0.29 0.25 12.80 7.40 3.92 3.07 aays 63.19 0.44 aayey 10.73 aayey aayey Clayey 10.0 aayey 3.95 0.29 0.25 12.96 6.60 4.39 3.15 aays 69.17 0.46 a.yey 9.35 aayey aayey Clayey 10.0 aayey 4 0.22 0.66 13.12 5.91 3.73 3.16 aays 69.92 0.46 aayey 8.15 aayey aayey Clayey 10.0 aayey 4.05 0.20 1.19 13.29 5.71 3.St 3.16 aays 70.22 0.46 aayey 7.7S Clayey aayey Clayey 10.0 aâ€¢yey 4.1 0.20 1.29 13.45 6.91 2.90 3.03 aays 60.87 0.46 aayey 9.56 aayey aayey Clayey 10.0 a.yey 4.15 0.23 1.29 13.62 7.61 3.03 301 aays 59 00 0.46 aayey 10.57 aayey aiyey Clayey 10.0 aayey 4.2 0.28 1.46 13.78 8.22 3.41 3.01 aaYS 59.16 0.46 aayey 11.41 aayey a.yey Clayey 10.0 aayey 4.25 0.32 1.74 13.94 8.72 3.68 3.01 aays 59.OS 0.46 aayey 12.08 aayey aayey Clayey 10.0 aayey 4.3 0.34 1.74 14.11 8.82 3.86 3.02 aays 59.84 0.46 aayey 12.13 a,yey aayey Clayey 10.0 aiyey 4.35 0.34 1.74 14.27 8.82 3.86 3.02 aays 60.06 0.46 aayey 12.02 aiyey a@Yey Clayey 10.0 aayey 4.4 0.34 1.74 14.44 9.32 3.66 2.99 aays 57.76 0.46 aayey 12.68 aiyey aayey Clayey 10.0 aayey 4.45 0.33 1.81 14.60 9.62 3.44 2.96 aays 56.03 0.48 aayey 13.02 aayey a,yey Clayey 10.0 aayey 4.5 0.32 1.82 14.76 9.82 3.27 2.94 Silt Mixtures: clayey silt to sitty clay 54.81 0.48 aayey 13.21 aayey aayey Clayey 10.0 aayey 4.55 0.31 1.91 14.93 9.92 3.13 2.93 Silt Mixtures: clayey silt to slity clay 54.04 0.48 aayey 13.25 aayey aayey Clayey 10.0 aayey 4.6 0.33 2.04 15.09 9.82 3.37 2.96 aays 55.74 0.48 aayey 13.00 aayey aayey Clayey 10.0 aayey 4.65 0.33 2.04 15.26 10.02 3.30 2.95 Silt Mixtures: clayey silt to silty clay 55.05 0.48 aayey 13.19 aayey aayey Clayey 10.0 aayey 4.7 0.32 2.04 15.42 10.22 3.14 2.93 Silt Mixtures: clayey 51!t tosilty clay 53.88 0.48 aayey 13.37 Clayey a.yey Clayey 10.0 aayey 4.75 0.34 2.09 15.58 10.42 3.27 2.94 Silt Mixtures: clayey silt to silty clay 54.25 0.48 aayey 13.55 aayey aayey Clayey 10.0 aayey 4.8 0.35 2.12 15.75 11.72 2.99 2.87 Silt Mixtures: clayey silt to silty clay SO 02 0.48 aayey 15.30 aayey aayey Clayey 10.0 aayey 4.85 0.44 2.19 15.91 12.92 3.41 2.87 Silt Mitures: clayey silt to silly clay 49.97 0.48 aayey 16.88 aayey a.yey Clayey 10.0 aayey 4.9 0.52 2.25 16.08 14.32 3.64 2.85 Sdt Mixtures: clayey silt to silty clay 48.81 0.48 aayey 18.71 aayey aayey Clayey 10.0 a.yey 4.95 0.56 2.20 16.24 14.82 3.78 2.85 Silt Mixtures: clayey silt to silty clay 48.85 0.48 aayey 19.27 aayey aayey Clayey 10.0 aayey 5 0.57 2.21 16.40 14.12 4.04 2.89 S,lt Mixtures: clayey silt to silty clay St.25 0.48 Clayey 18.16 Clayey a.yey Clayey 10.0 aayey 5.05 0.56 2.20 16.57 13.32 4.21 2.92 Sit Mixtures: clayey silt to silty clay 53.52 0.50 aayey 16.93 aayey aayey Clayey 10.0 aiyey 5.1 0.49 2.27 16.73 13.42 3.66 2.88 Sit Mixtures: clayey silt to silly clay 51.06 0.50 aayey 16.95 aayey aayey Clayey 10.0 aayey 5.15 0.47 2.27 16.90 13.32 3.53 2.88 Silt Mixtures: clayey silt to silry clay 50.83 0.50 aayey 16.69 aayey aayey Clayey 10.0 aayey 5.2 0.46 2.49 17.06 13.03 3.54 2.89 Silt Mixtures: clayey zilt tolilty clay 51.57 0.50 aayey 16.16 aayey aavey Clayey 10.0 aayey 5.25 0.42 2.51 17.22 12.23 3.44 2.91 Silt Mixtures: clayey silt to silty clay 52.84 0.50 aavey 14.98 aayey aayey Clayey 10.0 aayey 5.3 0.41 2.57 17.39 12.13 3.39 2.92 Silt Mixtures: clayey silt to silly clay 52.95 0.50 aayey 14.73 aaye,aavey Clayey 10.0 aayey 5.35 0.37 2.63 17.55 11.33 3.27 2.94 Silt Mixtures: clayey silt to silty clay 54.31 0.50 aayey 13.57 aiyey aayey Clayey 10.0 aayey 5.4 0.31 2.65 17 72 10.23 3.04 2.96 aays 5599 0-so aayey 12.02 Clayey aayey Clayey 10.0 aayey 5.45 0.33 2.72 17.88 9.63 3.44 3.02 Clays 60.03 0.50 aayey 11.15 aayey aayey Clayey 10.0 aayey 5.5 0.24 2.79 18 04 10.43 2.31 2.89 Silt Mixtures: clayey silt to silty clay 51.42 0.50 aayey 12.11 aayey aayey Clayey 10.0 aayey 5.55 0.17 2.79 18.21 10.63 1.60 2.80 Silt Mixtures: clayey silt to silty clay 4S.9S 0.50 aayey 12.28 aiyey aayey Clayey 10.0 aayey 5.6 0.19 2.87 18.37 7.53 2.53 3.07 aays 62.98 O.so aayey 8.22 Clayey aayey Clayey 10.0 aayey 5.65 0.25 3.00 18.54 8 63 2.91 3.04 aays 61.18 0.50 aavey 9.56 aayey aavey Clayey 10.0 aiyey 5.7 0.38 3.02 18.70 11.33 3.36 2.96 aays 55.99 0.50 aayey 12.91 aayey aayey Clayey 10.0 aayey 5.75 0.50 3.06 18.86 12.23 4.10 2.99 aaYS 57.61 0.50 aayey 13.96 aavey aiyey Clayey 10.0 aayey 5.8 0.58 3.01 19.03 12.33 4.72 3.02 aays 60.17 0.52 aayey 13.99 aayey aayey Clayey 10.0 aayey 5.85 0.57 2.91 19.19 11.53 4.96 3.07 aays 63.18 0.52 aayey 12.90 aayey aayey Clayey 10.0 aayey 5.9 0.52 2.87 19.36 10.73 4.86 3.09 aays 65.08 0.52 aayey 11.82 aayey aayey Clayey 10.0 Clayey 5.95 0.47 2.87 19.52 10.33 4.56 3.10 aays 65.16 0.52 aayey 11.24 aayey aayey Clayey 10.0 aayey Plate C-7 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 10.30 0.42 2.87 19.69 10.33 4.08 3.07 aays 63.19 0.52 aayey 11.17 aayey aayey Clayey 10.0 Clayey 6.05 11.30 0.43 2.92 19.85 11.33 3.81 3.01 aays S9.40 0.52 aavey 12.31 aayey aayey Clayey 10.0 aayey 6.1 13.60 0.50 2.93 20.01 13.63 3.68 2.93 Silt Mixtures: clayey silt to silty clay S3.98 0.52 aayey 15.01 aayey Cave,Ciayey 10.0 aayey 6.15 14.50 0.59 2.96 20.18 14.53 4.07 2.94 Silt Mixtures: clayey silt to silty clay 54.29 0.52 aayey 1600 aayey aayey Clayey 10.0 aayey 6.2 15.30 0.61 3.02 20.34 15.33 3.99 2.91 Silt Mixtures: clayey A to silty clay 52.75 0.52 aayey 16.85 a,yey aayey Clayey 10.0 a.yey 6.25 15.80 0.60 3.09 20.51 15.83 3.80 2.89 Silt Mixtures: clayey silt to $114 clay 51.28 0.52 aayey 17.34 aayey aayey Clayey 10.0 aayey 6.3 16.90 0.63 3.14 20.67 16.93 3.73 2.86 Sitt Mixtures: clayey silt to silty clay 49.52 0.52 aayey 18.54 a.yey aayey Clayey 10.0 aayey 6.35 17.30 0.69 3.17 20.83 17.33 3.99 2.87 Silt MixturesÂ· clayey sllt to silty clay 50.26 0.52 aayey 18.89 aayey aayey Clayey 10.0 aayey 6.4 17.40 0.73 3.17 21.00 17.43 4.20 2.89 Silt Mixtures: clayey silt to silty clay 51.13 0.52 a.yey 18.89 aayey aayey Clayey 10.0 aayey 6.45 16.70 0.71 3.17 21.16 16.73 4.25 2.91 Silt Mixtures: clayey silt to stir, clay 52.47 0.52 aayey 17 96 aavey aayey Clayey 10.0 aayey 6.5 15.90 0.68 3.17 21.33 15.93 4.28 2.93 Silt Mixtures: clayey silt to silty clay 53.91 0.52 aiyey 16.93 aayey aiyey Clayey 10.0 aayey 6.55 14.80 0.63 3.13 21.49 14.83 4.26 2.96 aays 55.78 0.52 aiyey 15.56 aayey aayey Clayey 10.0 aayey 6.6 12.90 0.54 3.14 21.65 12.93 4.19 3.01 aays 59.28 0.52 aayey 13.29 aayey a.yey Clayey 10.0 aayey 6.65 11.40 0.44 3.17 21.82 11.43 3.86 3.04 aaYS 61.47 0.52 aa yey 11.49 aayey aayey Clayey 10.0 aayey 6.7 11.10 0.43 3.17 21.98 11.13 3.87 3.06 aan 6230 0.52 aayey 11.08 a.yey aayey Clayey 10.0 aayey 6.75 14.60 0.45 3.20 22.15 14.63 308 2.89 SIt Mixtures: cliyey silt to silry clay 51.15 0.52 aayey 14.96 aayey aayey Clayey 10.0 aaye, 6.8 17.60 0.39 3.18 22.31 17.63 2.22 2.73 Silt Mixtures: clayey slit to silty clay 41.95 0.54 ajyey 18 23 aayey aayey Clayey 10.0 aayey 6.85 15.40 0.46 2.98 22.47 15.43 299 2.86 Silt Mixtures: clayey silt to stir, clay 49.61 0.54 aayey 15.67 aayey aayey Clayey 10.0 aayey 6.9 15.40 0.41 3.08 22.64 15.43 266 2.83 Silt Mixtures: clayey silt to silly clay 47.94 0.54 aayey 15.57 aayey aayey Clayey 10.0 aayey 6.95 14.90 0.70 3.09 22.80 14.93 4.70 3.00 aays 58.60 0.54 Clayey 14.93 aayey Clayey Clayey 10.0 aayey 7 16.10 1.06 3.21 22.97 16.13 6.58 3.07 aan 63.38 0.54 a.yey 16.16 aayey aiyey Clayey 10.0 aayey 7.05 31.50 1.26 3.56 23.13 31.54 4.00 268 Silt Mixtures: clayey silt to silty clay 39.63 0.54 aayey 32.88 Cave,aayey Clayey 10.0 aayey 7.1 39.10 1.40 3.09 23.29 39.13 3.58 2.59 Sand Mixtures: silty land to sandy silt 34.87 0.54 3.27 39.62 129.40 0.41 0.8 0.8 Liqueflable 7.15 45.90 1.34 0.18 23.46 45.90 2.92 2.48 Sand Mixtures: silly land to sandy silt 29.69 0.54 2.66 46.39 123.31 0.37 0.7 0.7 liquefiable 7.2 45.5 1.04 -3.55 23.62 45.46 2.29 2.41 Sand Mixtures: sitty sand to sandy silt 26.81 0.54 2.35 45.87 107.94 0.29 0.5 0.5 Liquefiable 7.25 60.1 1.17 -4.25 23.79 60.05 1.95 2.27 Sand Mixtures: silty grid to sandy silt 21.49 0.54 1.86 60.44 112.51 0.31 0.6 0.6 Liquefiable 7.3 40.3 1.04 -5.07 23.95 40.25 2.58 2.49 Sand Mixtures: sllty sand to sandy silt 30.12 0.54 2.70 40.42 109.34 0.29 0.5 0.5 liqueliable 7.35 25.2 1 -5.08 24.11 25.15 3.97 2.77 SIt Mixtures: clayey silt to silty clay 44.39 O.S4 aayey 25.16 aayey a.yey Clayey 10.0 aayey 7.4 17.8 0.62 -5.06 24.28 17.75 3.48 2.87 Silt Mixtures: clayey silt to silty clay So.04 0.54 aayey 17.23 aayey aayey Clayey 10.0 aavey 7.45 11.8 0.39 -4.97 24.44 11.75 3.31 3.03 aays 60.27 0.54 a.yey 10.84 aayey Clayey Clayey 10.0 aayey 7.5 13.6 0.41 -4.87 24.61 13.55 3.01 2.94 Silt Mixtures: clayey silt to silly clay 54.78 0.54 aayey 12.65 Clayey aayey Clayey 10.0 aayey 7.55 18.7 0.65 -4.77 24.77 18.65 3.48 2.85 Silt Mixtures: clayey silt to silty clay 49.20 0.54 aayey 17.88 aayey aayey Clayey 10.0 aayey 7.6 25.4 1.02 -4.69 24.93 25.35 4.02 2.78 Silt Mixtures: clayey silt to silty clay 44.95 0.54 aiyey 24.70 aayey aayey Clayey 10.0 aayey 7.65 28.6 1.31 -4.69 25.10 28 SS 4.S8 2.78 Silt Mixtures: clayey $ilt to silty clay 44.84 O.S4 aavey 27.86 aayey aayey Clayey 10.0 aayey 7.7 31.2 1.47 -4.62 25.26 31.15 4.71 2.76 Silt Mixtures: clayey silt to $[Ity clay 43.71 0.54 a.yey 30.38 aiyey aayey Clayey 10.0 aiyey 7 Sin Mixtures: clayey silt to silty clay 44.60 034 aayey 3135 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 43.06 0.54 aayey 35.84 aayey a.yey Clayey 10.0 aayey 1 Silt Mixtures: clayey silt to silty clay 40.02 0.54 aayey 41.72 Clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 41.84 0.54 aayey 41.41 a.yey aayey Clayey 10.0 aayey 1 Sit Mixtures: clayey silt to silty clay 41.89 0.54 aaye,39.30 a.yey aayey Clayey 10.0 aayey S,lt Mixtures: clayey silt to silty clay 41.77 0.54 aayey 36 13 aavey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty Clay 42.61 0.54 a,yey 32.29 aayey Clayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 39.38 0.54 aayey 32.72 aayey Clayey Clayey 10.0 aayey â‚¬ Silt Mixtures: clayey silt to sitty clay 36.78 0.54 aayey 36.58 aayey aayey Clayey 10.0 aayey Sand Mixtures: silty sand to sandy silt 32.97 0.56 3.03 49.18 149.25 0.56 1.0 1.0 Liquefiable f Sand Mixtures: silly sand to sandy silt 34.71 036 3.25 52.04 168.94 1.00 1.8 1.8 Non-Liquefiable ilt Mixtures: clayey silt to sill aayey '.75 32.5 1.68 -4.54 25.43 32.45 5.17 2.78 7.8 36.9 1.99 -4.5 25.59 36.85 5.39 2.75 '.85 42.9 2.25 -4.47 25.75 42.85 5.24 2.69 7.9 42.8 2.48 -4.47 2592 42.75 5.79 2.73 '.95 40.9 2.26 -4.47 2608 40.85 5.53 2.73 8 37.9 1.91 -4.24 26.25 37.85 5.04 2.72 1.05 34.2 1.61 -4.24 26.41 34.15 4.71 2.74 8.1 34.8 1.36 -4.17 26.57 34.75 3.91 2.68 3.15 38.9 1.45 -4.17 26.74 38.85 3.73 2.63 8.2 51.2 2.01 -4.11 26.90 51.16 3.93 2.55 1.25 54.3 2.53 -4.09 27,07 54 26 4.66 2.59 8.3 3.2 -4.12 27.23 51.96 6.15 2.70 40.25 0.56 Clayey 48.72 aayey aiyey Clayey ite C-7 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 53.3 54.3 45.2 39.4 38.4 36.6 35.6 36 35.8 33.8 27.3 29.6 31 33 38.9 50.3 52.1 59.2 67 76.7 64.3 51.7 43.8 37.7 37.1 34.4 32.6 31.6 26.8 26.2 25.5 22 18.1 19.3 25 31.9 35.7 34.3 37.2 45 63.7 86.6 106.2 127.3 145.1 151 155.3 8.35 3.48 -4.17 27.40 53.25 6.53 2.71 Silt Mixtures: clayey silt to silty clay 40.96 0.56 aayey 49.74 aayey aayey Clayey 10.0 aayey 8.4 3.37 -4.17 27.56 54.25 6.21 2.69 Silt Mixtures: clayey silt to silty clay 39.85 0.56 aayey 5046 aayey aayey Clayey 10.0 aayey 8.45 3.02 -4.17 27.72 45.15 668 2.77 S,It Mixtures: clayey silt to silty clay 44.32 0.56 aayey 41.54 aayey aayey Clayey 10.0 aayey 8.5 2.36 -4.17 27.89 39.35 5.99 2.78 Silt Mixtures: clayey silt to silty clay 44.92 0.56 Clayey 35.84 aayey Clayey Clayey 10.0 aayey 8.55 1.79 -4.17 28.05 38.35 4.66 2.71 Sllt Mixtures: clayey silt to silty clay 41.17 0.56 aayey 34.72 aayey aayey Clayey 10.0 aayey 8.6 1.53 -4.13 28.22 36.56 4.18 2.70 S,lt Mixtures: clayey silt to silry clay 40.37 0.56 aayey 32.86 aayey a.yey Clayey 10.0 aayey 8.65 1.36 -4.09 28.38 35.56 3.82 2.68 Silt Mixtures: clayey silt to silty clay 39.55 0.56 aayey 31.77 Clayey aayey Clayey 10.0 aayey 8.7 1.38 -4.09 28.54 35.96 3 83 268 Silt Mixtures: clayey silt to silty clay 39.48 0.56 aayey 32.00 aayey a,yey Clayey 10.0 aayey 8.75 1.24 4.04 28.71 35.76 3.46 2.66 Silt Mixtures: clayey silt to silty clay 38.12 0.56 aayey 31.66 aayey aavey Clayey 10.0 a.yey 8.8 1.21 -4.09 28.87 33.76 3.58 2.69 Silt Mixtures: clayey silt to silty clay 39.76 O.S6 aayey 29.66 aayey aavey Clayey 10.0 aayey 8.85 1.06 -4.04 29.04 27.26 3.88 2.79 Silt Mixtures: clayey silt to siltÂ¥ clay 45.38 0.56 aavey 23.54 aayey aayey Clayey 10.0 aayey 8.9 0.87 -4.07 29.20 29.S6 2.94 2.68 Silt Mixtures: clayey silt to silly clay 39.53 O.S6 aayey 25.54 a,yey aayey Clayey 10.0 aayey 8.95 0.78 4.02 29.36 30.96 2.52 2.62 Silt MixturesÂ· clayey silt to silty clay 36 SS 0.56 aayey 26.69 aiyey aayey Clayey 10.0 aayey 9 0.86 -4.02 29.53 32.96 2.61 2.61 Silt Mixtures: clayey silt to silty clay 35.95 0.56 aayey 28.39 a.yey aayey Clayey 10.0 aayey 9.05 1.36 -4.02 29.69 38.86 3.50 2.64 Silt Mixtures: clayey silt to silty clay 37.26 0.56 aiyey 33.60 aayey aiyey Clayey 10.0 aayey 9.1 2.04 -3.94 29.86 50.26 4.06 2.58 Sand Mixtures: silty sand to sandy silt 34.34 0.56 3.20 46.43 148.59 0.56 1.0 1.0 Liquefiable 9.15 2.77 -3.99 30.02 52.06 5.32 2.67 Silt Mixtures: clayey silt to silry clay 39.00 0.56 aayey 45.14 aayey aayey Clayey 10.0 aayey 9.2 3.21 -4 30.18 59.16 5.42 2.64 S,lt Mixtures: clayey silt to Iilty clay 37.34 0.56 aayey 51.29 aayey aayey Clayey 10.0 aayey 9.25 3.63 -4.18 30.35 66.95 5.42 2.60 Silt Mixtures: clayey silt to slity clay 35.St 0.56 aayey 58.01 aayey aayey Clayey 10.0 aayey 9.3 4.26 -4.47 30.51 76.65 5.55 2.56 Sand Mixtures: silty sand to sandysilt 33.29 0.56 3.07 70.20 215.69 1.00 1.8 1.8 Non-Uquefiable 9.35 4.15 -5.13 30.68 64.24 6.45 2.68 Silt Mixtures: clayey silt to silty clay 39.18 0.56 aayey 55.12 aayey aayey Clayey 10.0 aayey 9.4 3.42 -5.53 30.84 51.64 6.62 2.75 Silt Mixtures: clayey silt to silty clay 43.26 0.56 aayey 43.81 aayey aayey Clayey 10.0 aayey 9.45 2.66 -5.74 31.00 43.74 607 2 78 Silt Mixtures: clayey sitt to silty Clay 44.76 0.56 aayey 36.71 aayey aiyey Clayey 10.0 Clayey 9.5 2.05 -5.74 31.17 37.64 5.44 2.80 Silt Mixtures: clayey silt to silly clay 45.71 0.56 aayey 31.23 Clayey aayey Clayey 10.0 aayey 9.55 1.76 -5.81 31.33 37.04 4.74 2.76 Silt MixturesÂ· clayey silt to silty clay 43.75 0.56 aayey 30.57 Clayey a.yey Clayey 10.0 aayey 9.6 1.45 -5.74 31.50 34.34 4.22 2.75 Silt Mixtures: clayey silt to silty clay 43.34 0.56 aayey 28.11 aayey aayey Clayey 10.0 aayey 9.65 1.15 -5.68 31.66 32.54 3.53 2.72 Silt Mixtures: clayey silt to silly clay 41.65 0.56 aayey 26.43 aayey aayey Clayey 10.0 aayey 9.7 1.14 -5.59 31.82 31.54 3.61 2.74 Silt Mixtures: clayey silt to silly clay 42.70 0.56 aayey 25.46 aayey aayey Clayey 10.0 aayey 9.75 1.14 -5.57 31.99 26.74 4.25 2.85 Silt Mixtures: clayey silt to slity clay 49.01 0.56 aayey 21.25 aayey aavey Clayey 10.0 aayey 9.8 1.05 -5.46 32.15 26.14 4.01 2.84 Sitt Mixtures: clayey silt to silty clay 48.59 0.56 aayey 20.65 a@Yey aayey Clayey 10.0 aayey 9.85 0.89 -5.51 32.32 25.44 3.49 2.82 Silt Mixtures: clayey silt to silly clay 47.01 0.56 aiyey 19.96 aayey aayey Clayey 10.0 aayey 9.9 0.73 -5.51 32.48 21.94 3.32 2.86 Silt Mixtures: clayey silt to silly clay 49.73 0.56 aayey 16.92 aayey aayey Clayey 10.0 aayey 9.95 0.65 -5.51 32.64 18.04 3.59 2.97 aays 56.19 O.S6 aayey 13.S7 aayey aayey Clayey 10.0 aayey 10 0.65 -5.51 32.81 19.24 3.37 2.92 Silt Mixtures: clayey silt to silty Clay 53.48 0.56 aayey 14.51 Clayey aayey Clayey 10.0 aayey 10.05 .0.91 -5.51 32.97 24.94 3.64 2.84 Silt Mixtures: clayey silt to silry clay 48.52 O.S6 aayey 19.20 aayey aayey Clayey 10.0 aiyey 10.1 1.33 -5.51 33.14 31.84 4.17 2.79 Silt Mixtures: clayey silt to silty clay 45.52 O.S6 aayey 24.85 aayey (avey Clayey 10.0 aayey 10.15 1.61 -5.51 33.30 35.64 4.51 2.78 Silt Mixtures: clayey silt to silly clay 44.62 0.56 aiyey 27.88 aayey aayey Clayey 10.0 aayey 10.2 1.75 -5.51 33.46 34.24 5.10 2.83 Silt Mixtures: clayey $ilt to silty clay 47.65 0.56 aayey 26.61 aiyey aavey Clayey 10.0 aayey 10.25 1.83 -5.51 33.63 37.14 4.92 2.79 Silt Mixtures: clayey silt to silty clay 4S.44 0.56 aayey 28.88 a.yey aayey Clayey 10.0 aayey 10.3 1.93 -5.69 33.79 44.94 4.29 2.68 Sitt Mixtures: clayey silt to silty clay 39.65 O.S6 aavey 35.14 Clayey a.yey Clayey 10.0 Clayey 10.35 1.92 -6.18 33.96 63.63 3.01 2.43 Sand Mixtures: silty sand to sandy silt 27.63 0.56 2.44 55.90 136.22 0.46 0.8 0.8 Liquefiable 10.4 1.89 -6.45 34.12 86.53 2.18 2.23 Sand Mixtures: silty sand to sandy silt 20.16 0.56 1.75 75.84 133.06 0.43 0.8 0.8 Liquefiable 10.45 1.93 -7.05 34.28 106.12 1.82 2.11 Sand Mixtures: silly sand to sandy silt 16.25 0.56 1.48 92.83 137.53 0.47 0.8 0.8 Liqueflable 10.5 1.99 -7.85 34.45 127.22 1.56 2.01 Sands: clean to silty 13.28 0.56 1.32 111.06 146.18 O.S4 1.0 1.0 Liquefiable 10.55 1.46 -8.7 34.61 145.01 1.01 1.84 Sands: clean to slity 8.98 0.56 1.14 126.35 143.59 0.52 0.9 0.9 liqueflable 10.6 0.82 -9.29 34.78 150.90 0.54 1.66 Sands: clean to silty 5.36 0.56 1.01 131.24 132.48 0.43 0.8 0.8 liqueflable 10.65 0.92 -9.57 34.94 155.20 0.59 167 Sands: clean to silty 5.59 0.56 1.02 134.73 137.21 046 0.8 0.8 Uquefiable Plate C-7 ALBUS-KEEFE & ASSOCIATES,INC.5 of 7 10.7 156.1 1.18 -9.49 35.10 1S6.00 0.76 1.74 Sands: clean to silty 6.80 0.56 1.06 135.17 143.54 0.51 0.9 0.9 Liqueflable 10.75 168.2 1.25 -9.42 35.27 168.10 0.74 1.71 Sands: clean to silty 6.24 0.56 1.04 145.37 151.51 0.59 1.0 1.0 Liquefiable 10.8 181.4 1.3 -9.75 35.43 181.29 0.72 1.67 Sands: clean to silty 5.59 0.56 1.02 156.49 159.38 0.66 1.2 1.2 Liquefiable 10.85 191.5 1.31 do.01 35.60 191.39 068 1.64 Sands: clean to silty 5.05 0.56 1.00 164.89 164.38 1.00 1.8 1.8 Non-Liquefiable 10.9 201.2 1.33 -10.19 35.76 20109 0.66 1.62 Sands: clean to silty 4.62 0.56 1.00 172.93 172.93 1.00 1.8 1.8 Non-liquefi@ble 10.95 213.1 1.57 -10.32 35.93 212.99 0.74 1.63 Sands: clean to silty 4.83 0.56 1.00 182.82 182.82 1.00 1.8 1.8 Non-LIquefiable 11 228.5 1.53 -10.48 36.09 228.39 0.67 1.58 SandsÂ· clean to Silry 4.01 0.56 1.00 195 67 195.67 1.00 1.8 1.8 Non-liquefiable 11.05 235.6 1.42 -10.63 36.25 235.49 0.60 1.54 Sands: clean to sitty 3.40 0.56 1.00 201.38 201.38 1.00 1.8 1.8 Non-Liquefiable 11.1 235.8 1.23 -10.61 36.42 235.69 0.52 1.50 Sands: clean to silty 2.82 0.56 1.00 201.18 201.18 1.00 1.8 1.8 Non-Liquefiable 11.15 242.7 1.09 -10.73 36.9 242.S8 0.4S 145 Sands: clean to silty 2.15 0.54 100 206.70 206.70 1.00 1.9 1.9 Non-Uquefiable 11.2 245 1.05 -10.62 36.75 .244.89 0.43 1.43 Sands: Clean to silty 1.96 0.54 1.00 208.28 208.28 1.00 1.9 1.9 Non-Liqueliable 11.25 250.1 1.01 -10.6 36.91 249.99 0.40 1.41 Sands: clean to silty 1.68 0.54 1.00 212.23 212.23 1.00 1.9 1.9 Non-Liqueflable 11.3 252.1 1.1 -10.55 37.07 251.99 0.44 1.43 Sands: clean to silty 1.90 0.54 1.00 213.54 213.54 1.00 1.9 1.9 Non-Liquefiable 11.35 250 1.12 -10.45 37.24 249.89 0.45 1.44 Sands: clear to silty 2.04 0.54 1.00 211.39 211.39 100 1.9 1.9 Non-liquefiable 11.4 249.6 1.11 -10.36 37.40 249.49 0.44 1.44 Sandi: clear to silty 2.03 0.54 1.00 210.67 21067 1.00 1.9 1.9 Non-liquefiable 11.45 247.9 0.93 -10.3 37.57 247 79 0.38 1.40 Sands: clean to silly 1.52 O.S4 1.00 20886 208.86 1.00 1.9 1.9 Non-Liqueflable 11.5 247.1 0.91 -10.2 37.73 246.99 0.37 1.40 Sands: clean to silty 1.49 0.54 1.00 207.82 207.82 1.00 1.9 1.9 Non-liquefiable 11.55 244.9 0.78 -10.08 37.89 244.79 0.32 1.37 Sands: clean to silty 1.13 0.54 1.00 205.61 205.61 1.00 1.9 1.9 Non-Liquefiable 11.6 237.1 0.72 -9.55 38.06 237.00 0.30 1.37 Sands: clean to slity 1.15 0.54 1.00 198.71 198.71 1.00 1.9 1.9 Non-Liquefiable 11.65 239 0.74 -9.48 38.22 238.90 0.31 1.37 Sands: clean to silty 1.17 0.54 1.00 199.95 199.95 1.00 1.9 1.9 Non-Liquefiable 11.7 238.4 0.79 -9.38 38.39 238.30 0.33 1.39 Sands: clean to silty 1.37 0.54 1.00 199.10 199.10 1.00 1.9 1.9 Non-Liquefi@ble 11.75 237.7 0.85 -9.33 38.55 237.60 0.36 1.41 Sands: clean to silty 1.61 0.54 1.00 198.17 198.17 1.00 1.9 1.9 Non-liquefiable 11.8 241.3 0.92 -9.2 38 71 241.20 0.38 1.42 Sands: clean to sllty 1.75 0.54 1.00 200.83 200 83 100 1.9 1.9 Non-liquefiable 11.85 243.8 0.89 -9.15 38.88 243.70 0.37 1.40 Sands: clean to sllty 1.58 0.54 1.00 202.56 202.S6 100 1.9 1.9 Non-Liquefiable 11.9 245.2 0.82 -9.06 39 04 24S.10 0.33 1.38 Sands: clean to silty 1.31 0.54 1.00 203.37 203.37 100 1.9 1.9 Non-liquefiable 11.95 250.8 0.82 -8.93 39.21 250.70 0.33 1.37 Sands: clean to silty 1.16 0.54 1.00 20766 207.66 1.00 1.9 1.9 Non-Uquefiable 12 270.7 0.95 -8.84 39.37 27060 0.35 1.36 Sands: clean to silly 1.04 0.54 1.00 223.75 223.75 1.00 1.9 1.9 Non-Liquefiable 12.05 297.1 1.28 -8.74 39.53 297.01 0.43 1.38 Sands: clean to silty 1.28 0.54 1.00 245.15 245.15 1.00 1.9 1.9 Non-Liquefiable 12.1 318.6 1.2 -8.69 39.70 318.51 0.38 1.32 Sand;: clean to sitty 0.62 0.54 1.00 262.45 262.45 1.00 1.9 1.9 Non-Liqueflable 12.15 330.8 1.32 -8.58 39.86 330.71 0.40 1.32 Sands: clean to silty 0.65 0.54 100 272.04 272.04 1.00 1.9 1.9 Non-Liquefiable 12.2 327.9 1.33 -8.53 40.03 327.81 0.41 1.33 Sandi: clean to silty 0.74 0.54 1.00 269.20 269.20 1.00 1.9 1.9 Non-Liqueflable 12.25 319.4 1.33 -8.51 40 19 319.31 0.42 1.35 Sands: clean to silry 0.92 0.54 1.00 261.78 261.78 100 1.9 1.9 Non-Liqueflable 12.3 309.2 1.39 -8.45 4035 309.11 0.45 1.38 Sands: clean to lilty 1.29 0.54 1.00 252.99 252.99 1.00 1.9 1.9 Non-liquefiable 12.35 304.7 1.51 -8.41 40.52 304.61 0.50 1.41 Sands: clean to silly 1.69 0.54 1.00 248.90 248.90 1.00 1.9 1.9 Non-Liquefiable 12.4 313.8 1.23 -8.3 40.68 313.71 0.39 1.34 Sands: clean to $ilty 0.83 0.54 1.00 255.90 255.90 1.00 1.9 1.9 Non-liquefiable 12.45 293.6 1.11 -8.24 40.85 293.St 0.38 1.35 Sands: clean to jilty 0.99 0.54 1.00 239.03 239.03 1.00 1.9 1.9 Non-Liquefiable 12.5 286.8 1.02 -7.96 41.01 28671 0.36 1.35 Sand$: clean to $itty 0.91 0.54 1.00 233.11 233.11 1.00 1.9 1.9 Non-Liquefiable 1, Sands: clean to sitry 1.10 0.54 1.00 225.67 225.67 1.00 1.9 1.9 Non-Liquefiable 1 Sands: clean to silty 1.41 034 100 211.61 211.61 1.00 1.9 1.9 Non-Liqueflable 1; Sands: clean to silty 1.67 054 1.00 197.83 197.83 1.00 1.9 1.9 Non-liquefiable 1 Sands: clean to $|ItY 1.72 0.54 1.00 186.69 186.69 1.00 1.9 1.9 Non-liquefiable 19 Sands: clean to silty 1.73 0.54 1.00 179.78 179.78 100 1.9 1.9 Non-Liquefiable 1 Sands: clean to silty 2.71 0.54 1.00 166.93 166.93 1.00 1.9 1.9 Non-Liquefiable 16 Sands: clean to silty 5.83 0.54 1.03 144.88 148.83 0.56 1.0 1.0 Uquefiable 1 Sands: clean to silty 11.82 0.54 1.25 118.25 14759 0.55 1.0 1.0 Liquefiable â‚¬ Sand Mixtures: silty sand to sandy silt 15.55 0.54 1.44 106.37 153.08 0.60 1.1 1.1 Uquefiable Sand Mixtures: silty $and to Liqueflable 2.55 278.1 1.01 -7.91 41.17 278.01 0.36 1.36 2.6 261.2 0.96 -7.83 41.34 261.12 0.37 1.39 2.65 244.6 0.89 -7.74 41.50 244.52 0.36 1.41 2.7 231.2 0.78 -7.64 41.67 231.12 0.34 1.42 2.75 223 0.71 -7.54 41.83 222.92 0.32 1.42 2.8 207.4 0.81 -7.54 41.99 207.32 0.39 1.49 2.85 180.3 1.23 -7.54 42.16 180.22 0.68 1.68 2.9 147.4 2.05 -7.44 42.32 147.32 1.39 1.96 2.95 132.8 2.56 -7.31 42.49 132.72 1.93 2.09 13 2.98 -7.35 42.65 136.72 2.18 2.12 16.47 0.54 1.50 109.40 163.58 1.00 1.9 1.9 te C-7 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 121.4 105.6 75.3 55.7 39.2 27.7 21.8 18.9 17.8 18 17.9 17.7 18 17.4 37.8 74.5 112.1 75.4 63.1 59.8 103.5 143.4 189.5 227.6 238.8 242.3 238.3 225.5 201.2 171.1 136.7 109.7 114.7 147.8 155.2 154.4 144.3 111.2 64.9 31.6 20 21.9 43.2 73.1 84.9 13.05 2.86 -7.82 42 81 121.32 2.36 2.18 Sand Mixtures: silty sand to sandy silt 18.43 0.S4 1.63 96.93 157.62 0.64 1.2 1.2 Uquefiable 13.1 2.83 -8.14 42.98 105.St 2.68 2.27 Sand Mixtures: silty sand to sandy silt 21.31 O.S4 1.85 84.18 155.44 0.62 1.2 1.2 liqueflable 13.15 2.82 -8.34 43.14 75.21 3.75 2.48 Sand Mixtures: sitty sand to sandy silt 29.66 0.54 2.65 59.93 159.09 0.66 1.2 1.2 Liqueflable 13.2 2.29 -8.43 43.31 55.61 4.11 2.67 Silt Mixtures: clayey silt to silly clay 38.86 0.54 Cavey 35.48 aayey aayey Clayey 10.0 aayey 13.25 1.84 -8.43 43.47 39.11 4.69 2.83 Silt Mixtures: clayey silt to silry clay 47.98 0.54 aayey 24.37 aayey aayey Clayey 10.0 aayey 13.3 1.4 -8.43 43.64 27.61 5.05 2.99 aays 57.64 0.54 aayey 16.65 aayev aayey Clayey 10.0 aayey 13.35 0.87 -8.43 43.80 21.71 3.99 3.02 aays 59.88 0.52 aayey 12.69 aayey aayey Clayey 10.0 a.yey 13.4 0.64 -8.46 43.96 18.81 3.39 3.04 aays 61.26 0.52 aiyey 10.73 aayey a,yey Clayey 10.0 aayey 13.45 0.53 -8.72 44.13 17.71 298 3.04 aays 60.97 0.52 a.yey 9 97 aayey aayey Clayey 10.0 aayey 13.5 0.45 -8.73 44.29 17.91 2.50 2.99 a.ys 57.76 0.52 aayey 10.06 aayey aayey Clayey 10.0 aayey 13.55 0.49 -8.73 44.46 17.81 2.74 3.02 aays 59.55 0.52 aayey 9.96 a.yey aiyey Clayey 10.0 aayey 13.6 0.51 -8.73 44 62 17.61 2.88 3.04 aays 60.88 0.52 aayey 9.79 aayey aayey Clayey 10.0 aayey 13.65 0.51 -8.74 44.78 17.91 2.83 3.02 aays 60.16 0.52 aayey 9.95 aayey aayey Clayey 10.0 aayey 13.7 0.55 -8.81 44.95 17.30 3.16 3.07 aays 63.28 0.52 aayey 9.52 aâ€¢yey aayey Clayey 10.0 aayey 13.75 1.44 -8.84 45.11 37.70 3.81 2.80 Silt Mixtures: clayey silt to silty clay 45.92 O.S2 aayey 22.66 aayey aayey Clayey 10.0 aayey 13.8 3.42 -8.81 45.28 74.40 4.59 2.62 Silt Mixtures: clayey silt to silty clay 36.31 0.52 aayey 46.21 aayey aayey Clayey 10.0 aayey 13.85 4.71 -8.95 45.44 112.00 4.20 240 Sand Mixtures: silly sand to sandy silt 26.54 0.52 2.33 87.31 203 03 1.00 1.9 1.9 Non-liquefiable 13.9 4.56 -9.26 45.60 75.30 6 OS 2.71 Silt Mixtures: clayey silt to silty clay 40.75 0.52 a,yey 46.49 aayey aayey Clayey 10.0 aayey 13.95 3.42 -9.83 45.77 62.99 5.42 2.73 Silt Mixtures: clayey silt to sitty clay 42.00 0.52 aayey 38.50 aayey aayey Clayey 10.0 a.yey 14 3.16 -10.15 45.93 59.69 5.28 2.74 SIt Mixtures: clayey silt to sitty clay 42.59 0.52 aayey 36 28 aayey aayey Clayey 10.0 aayer 14.05 4.65 -10.15 46.10 103.39 4.49 2.45 Sand Mixtures: silry sand to $andy silt 28.51 0.52 2.53 80.12 202.65 1.00 1.9 1.9 Non-Liquefi@ble 14.1 6.11 -10.15 46.26 143.29 4 26 2.34 Sand Mixtures: silty sand to sandy silt 24.10 032 2.09 110.85 231.64 1.00 1.9 1.9 NonÂ·Liquefiable 14.15 6.43 -10.3 46.42 189.39 3.39 2.19 Sand Mixtures: silty sand to sandy silt 18.61 0.52 1.64 146.26 239.76 1.00 1.9 1.9 Non-Liquefiable 14.2 5.81 -10.47 46.59 227.49 2.55 2.04 Sands: clean to sitty 14.10 0.52 1.36 175.41 238.22 1.00 1.9 1.9 Non-Liquefiable 14.25 5.5 -10.58 46.75 238.69 2.30 1.99 Sands: clean to silty 12.77 0.52 1.29 183.77 237.34 1.00 1.9 1.9 Non-Liquefiable 14.3 5.76 -10.51 46.92 242.19 2.38 2.00 Sands: clean to silty 12.97 0.52 1.30 186.18 242.27 1.00 1.9 1.9 Non-Uquefiable 14.35 5.24 -10.38 47.08 238.19 2.20 1.98 Sands: clean to silty 12.38 0.52 1.27 182.84 232.81 1.00 1.9 1.9 Non-Liquefiable 14.4 4.33 -10.43 47.24 225.39 1.92 1.95 Sands: clean to silty 11.59 0.52 1.24 172.77 213.88 1.00 1.9 1.9 Non-liquefiable 14.45 4 -10.48 47.41 201.09 1.99 1.99 Sands: clean to silty 12.74 0.52 1.29 153.92 198.60 1.00 1.9 1.9 Non-Liquefiable 14.5 3.8 -10.53 47.57 170.99 2.22 2.08 Sand Mixtures: silty sand to sandy silt 15.09 0.52 1.41 130.71 184.66 100 1.9 1.9 Non-Liquefiable 14.55 4.09 -10.6 47.74 136.59 2.99 2.24 Sand Mixtures: silly sand to sandy silt 20.34 0.52 1.77 104.27 184.47 1.00 1.9 1.9 Non-Uquefiable 14.6 3.98 -10.65 47.90 109.58 3.63 2.37 Sand Mixtures: silty sand to sandy silt 25.10 0.52 2.18 83.56 182.52 100 1.9 1.9 Non-Liquefiable 14.65 3.19 -10.65 48.06 114.58 2.78 2.27 Sand Mixtures: silty sand to sandy silt 21.37 0.52 185 87.24 161 49 1.00 1.9 1.9 Non-Uquefiable 14.7 2.15 -10.6 48.23 147.69 1.45 1.99 Sands: clean to silty 12.62 0.52 1.28 112.25 144.19 0.52 1.0 1.0 Uquefiable 14.75 1.18 -10.6 48.39 155.09 0.76 1.79 Sands: clean to silty 7.82 0.52 1.10 117.70 129.03 0.41 0.8 0.8 Uqueflable 14.8 0.87 -10.6 48.56 154.29 0.56 1.71 Sands: clean to silty 6.31 032 1.04 116.93 122.15 0.36 0.7 0.7 Uquefiable 14.85 0.66 -10.6 48.72 144.19 0.46 1.69 Sands: clean to silty 5.85 0.52 1.00 109.12 109.12 0.29 0.6 0.6 Liquefiable 14.9 0.88 -10.6 48 88 111.09 0.79 1.91 Sands: clean to silty 10 75 0.52 1.20 83.97 101.03 0.26 0.5 0.5 Liquefiable 14.95 1.22 -10.54 49.05 64.79 1.88 2.34 Sand Mixtures: silty sand to sandy silt 23.93 0.S2 2.07 48.94 101.50 0.26 0.5 0.5 liquefiable 15 1.21 -10.53 49.21 31.49 3.83 2.90 Silt Mixtures: clayey silt to $ilty clay 51.90 0.52 aavey 17.19 a,yey aayey Clayey 10.0 aayey 15.05 0.76 -10.53 49.38 19.89 3.80 3.09 alls 64.83 0.52 aayey 10.19 aayey aayey Clayey 10.0 aayey 15.1 0.72 -10.45 49.54 21.79 3.29 3.01 aays 59.43 0.50 aayey 11.29 aayey aayey Clayey 10.0 aayey 15.15 1.19 -10.39 49.70 43.09 2.75 2.69 SIt Mixtures: clayey silt to silty clay 39.89 0.50 aayey 23.92 aayey aavey Clayey 10.0 aiyey 15.2 0 -10.44 49.87 72.99 0.00 2.12 Sand Mixtures: silly sand to sandy silt 16.37 0.50 1.49 54.74 81.So 0.19 0.4 0.4 Uquefiable 15.25 0 -10.53 50.03 84.79 0.00 2.07 Sand Mixtures: silly sand to sandy silt 14.80 0.50 1.40 63.48 88.65 0.21 0.4 0.4 Uqueflable Plate C-7 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 aient:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 8 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (Sv L Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -crW (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Plezoelem.:behind tip (behind tip)8 ***999 2*****4- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimated Meas. Tip gde Dyn. Pore Corr. Tip Friction SBTIndex SBT Fines Cyclic Soil Depth 1, Friction, f,Pressure Depth Resist, q,Ratio Ic aassification Content Stress aassif. {m)(tsf)(psi) (ft) (tsf)Rf (%) 0 (%)Ratio Factor 0.05 0.00 -0.06 0.16 9.00 0.00 2.64 SIt Mixtures: clayey silt to silly clay 37.12 0.38 Clayey 0.1 0.58 -0.01 0.33 13.60 4.26 2.84 Silt Mixtures: clayey silt to silly clay 48 45 0.38 aayey I 0.15 0.88 -0.01 0.49 14.40 6.11 2.93 Silt Mixtures: clayey silt to silty clay 53.77 0.38 aayey 0.2 )0.96 0.11 0.66 18.60 5.16 2.80 Silt Mixtures: clayey silt to sllty clay 4582 0.38 Clayey 0.25 1.20 0.07 0.82 37.60 3.19 2.43 Sand Mixtures: Ilty sand to sandy silt 27.75 0.38 2.45 0.3 2.13 -0.01 0.98 91.30 2.33 2.07 Sand Mixtures: litty sand to sandy sin 14.96 0.38 1.41 0.35 I 2.16 0.06 1.15 81.60 2.65 2.14 Sand Mixtures: $1lry sand to sandy silt 17.20 0.38 1.54 0.4 2.27 0.11 1.31 36.90 6.15 2.65 Silt Mixtures: clayey silt to slity clay 37.73 0.38 aayey 0.45 2.12 0.25 1.48 28.SO 7.44 2.78 Stlt Mixtures: clayey silt toillty clay 45.06 0.38 aayey 0.5 1.88 0.17 1.64 29 60 6.35 2.72 Silt Mixtures: clayey silt toillty clay 41.61 0.38 aayey 0.55 I 1.69 -0.18 1.80 28 40 5.95 2.71 Silt Mixtures: clayey silt to Sitty clay 41.14 0.38 aayey 0.6 1.49 0.05 1.97 23.90 6.23 2.78 Silt Mixtures: clayey silt to silly clay 44.80 0.38 aayey 0.65 I 1.20 -0.01 2.13 19.50 6.15 2.84 Silt Mixtures: clayey sllt to slity clay 48.17 0.38 avey 0.7 1.02 0.12 2.30 19.60 5.20 2.78 Silt Mixtures: clayey silt to silty clay 45.11 0.38 aayey 0.75 1.10 0.19 2.46 21.30 5.16 2.76 Silt Mixtures: clayey Iilt to silty clay 43.52 0.38 aiyey 0.8 1.16 0.24 2.62 19.90 5.83 2.81 Silt Mixtures: clayey silt to silty clay 46.85 0.38 aayey 0.85 1.13 0.29 2.79 1810 6.24 2.87 Silt Mixtures: clayey Silt to silty Clay 49.86 0.38 aayey 0.9 1.09 0.15 2.95 16.60 6.57 2.91 Silt Mixtures: clayey silt to silly clay 52.49 0.38 aiyey 0.95 1.11 0.29 3.12 17.20 6.45 2.89 Silt Mixtures: clayey silt to silly clay 51.48 0.38 aayey 1 I 1.09 0.41 3.28 20.60 5.29 2.77 Silt Mixtures: clayey silt to silly clay 44.56 0.38 aayey 1.05 I 1.15 0.23 3.44 20.40 5.64 2.80 Silt Mixtures: clayey silt to silty clay 45.85 0.38 aayey 1.1 I 1.09 -2.33 3.61 15.57 6.99 2.63 Silt Mixtures: clayey silt to silly clay 36.74 0.38 aayey 1.15 I 1.02 -3.20 3.77 14.07 7.23 2.68 Silt Mixtures: clayey silt to silty clay 39.42 0.38 aayey 1.2 0.94 -3.09 3.94 14.57 6.44 2.64 Silt Mixtures: clayey silt to sllty clay 3732 0.38 aayey 1.25 0.98 -3.22 4.10 14.27 6.85 2.68 Silt Mixtures: clayey sift to slity clay 39.50 0.38 aayey ALBUS-KEEFE & ASSOCIATES, INC. Reht., C (t50 9.00 13.60 14.40 18.60 37.60 91.30 81.60 36.9C 28.5C 29.6C 28.4C 23.9C 19.5( 19.6C 21.3C 19.9Â£ 18.1C 16.6( 17.2( 20.6[ 20.4( 15.8 14.1( 14.6( 14.3( Uquefaction Analysis Corrected Factor of Uquefaction q aN for Fines CRR7.5'MSF Safety Susceptibllity (9,1,4),1 Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 13.61 Clayey Clayey NA NA Above High GWL 20.57 aiyey aayey NA NA Above High GWL 21.78 aiyey aayey NA NA Above High GWL 28.13 aayey aayey NA NA Above High GWL S6.86 139.25 0.48 NA NA Above High GWL 138.07 194.04 1.00 NA NA Above High GWL 123.40 190.30 1.00 NA NA Above High GWL 55.80 aayey aayey NA NA Above High GWL 43.10 aayey a.yey NA NA Above High GWL 44.76 aayey aayey NA NA Above High GWL 42.95 aayey aayey NA NA Above High GWL 36.14 aayey aayey NA NA Above High GWL 29.49 a@Yey aayey NA NA Above High GWL 29.64 aayey aayey NA NA Above High GWL 32.21 aayey aayey NA NA Above High GWL 30.09 aayey aayey NA NA Above High GWL 27.37 aayey aiyey NA NA Above High GWL 25.10 aayey (layey NA NA Above High GWL 26.01 aayey aayey NA NA Above High GWL 31.15 aayey aayey NA NA Above High GWL 30.85 Clayey aayey NA NA Above High GWL 71.04 aavey aayey NA NA Above High GWL 61.29 aayey a.yey NA NA Above High GWL 60.81 aayey aayey NA NA Above High GWL 57.12 aayey aayey NA NA Above High GWL I of 7 15.00 16.70 17.10 16.30 14.10 11.50 10.90 11.30 11.50 11.20 13.90 15.50 17.30 19.00 20.00 21.30 22.40 23.70 24.90 27.90 33.00 32.30 29.40 27.60 30.20 29.40 30.70 24.70 21.30 19.60 17.80 17.20 17.10 17.10 16.50 16.00 15.90 15.70 15.70 16.20 16.40 16.00 15.10 13.40 10.50 8.90 8.20 1.3 1.07 -3.15 4.27 14.97 7.13 2.69 Silt Mixtures: clayey silt to sitty clay 40.08 0.38 Clayey 57.62 aayey aayey NA NA Above High GWL 1.35 1.12 -3.02 4.43 16.67 6.71 2.65 Sit Mixtures: clayey silt to silly clay 37.97 0.38 a.yey 61.84 aayey a.yey NA NA Above High GWL 1.4 1.15 -3.01 4.59 17.07 6.73 2.66 Silt Mixtures: clayey silt to sitty clay 38.20 0.38 aayey 61.05 aayey aayey NA NA Above High GWL 1.45 1.10 -3.24 4.76 16.27 6.75 2.68 Silt Mixtures: clayey silt to silly clay 39.50 0.38 aayey 56.11 aayey aayey NA NA Above High GWL 1.5 0.98 -3.74 4.92 14.06 6.95 2.74 Silt Mixtures: clayey silt to silly clay 42.85 0.36 aiyey 46.75 aayey aiyey NA NA Above High GWL 1.55 0.76 -3.89 5.09 11.46 6.61 2.80 Silt Mixtures: clayey silt to silty clay 46 00 0.36 aayey 36.69 a,yey aayey NA NA Above High GWL 1.6 ,0.72 -3.56 5.25 10.86 6.61 2.83 SIt Mixtures: clayey silt to silty clay 47.56 0.36 aayey 33.61 aayey aayey NA NA Above High GWL 1.65 0.72 -3.35 541 11.26 637 2.81 Silt Mixtures: clayey silt to silly clay 46.79 0.36 aayey 33.79 aayey aayey NA NA Above High GWL 1.7 0.75 -3.47 5.58 11.46 6.52 2.83 Silt Mixtures: clayey silt to silty clay 47.45 0.36 aayey 33.36 aayey aayey NA NA Above High GWL 1.75 0.75 -3.59 5.74 11.16 6.70 2.85 kit Mixtures: clayey silt to :ltv clay 48.99 0.36 aayey 31.51 aayey aayey NA NA Above High GWL 1.8 0.77 -3.25 5.91 13.86 S.54 2.73 Silt Mixtures: Clayey silt to silty clay 42.16 0.36 a@yey 38.23 aayey aayey NA NA Above High GWL 1.85 0.82 -3.00 6.07 15.47 5.29 2.69 Silt Mixtures: clayey silt to silly clay 40.01 0.36 aiyey 41.56 aayey aayey NA NA Above High GWL 1.9 0.87 -2.91 623 17.27 5.03 2.65 Wit Mixtures: clayey silt to Silty clay 37.83 0.36 aayey 45.25 aayey aayey NA NA Above High GWL 1.95 0.91 -2.45 6.40 18.97 4.79 2.61 Slit Mixtures: clayey silt to silty clay 36.00 0.36 aayey 48.50 aayey aiyey NA NA Above High GWL 2 0.93 -2.27 6.S6 19.98 4.65 2.75 Silt Mixtures: clayey silt to sitty clay 43.07 0.36 aayey 30.25 aayey a.yey NA NA Above High GWL 2.05 0.96 -2.24 6.73 21.28 4.51 2.72 Silt Mixtures: clayey silt to Silty clay 41.46 0.36 Clayey 32.21 Clayey aayey NA NA Above High GWL 2.1 1.00 -2.14 6.89 22.38 4.46 2.70 kit Mixtures: clayey silt to s,Ity clay 40.46 0.36 aayey 33.88 aayey aayey NA NA Above High GWL 2.15 1.04 -1.60 7.05 23.68 4.39 2.68 Silt Mixtures: clayey silt to silty clay 39.25 0.36 aayey 35.84 aayey aayey NA NA Above High GWL 2.2 1.11 -1.44 7.22 24.88 4.46 2.67 Silt Mixtures: clayey silt to silty clay 38.70 0.36 aayey 37.66 aayey aayey NA NA Above High GWL 2.25 1.31 -1.25 7.38 27.89 4.70 2.65 Silt Mixtures: clayey silt to silty clay 37 71 0.36 aiyey 4219 aayey aayey NA NA Above High GWL 2.3 1.47 -1.20 7.55 32.99 4.45 2.59 Sand Mixtures: silty sand tosindy silt 35.03 0.36 3.29 47.68 156.66 0.63 NA NA Above High GWL 2.35 1.56 -1.25 7.71 32.29 4.83 2.61 Silt Mixtures: clayey silt to sllty clay 35.93 0.36 a@yey 48.85 aayey aayey NA NA Above High GWL 2.4 1.51 -1.21 7.87 29.39 5.14 2.66 Silt Mixtures: clayey silt to silty clay 38.35 0.36 aayey 44.46 Clayey aayey NA NA Above High GWL 2.45 1.46 -1.28 8.04 27.59 5.29 2.60 Silt Mixtures: clayey silt to silty clay 35.37 0.36 aayey 56.37 aayey aayey Clayey 10.0 aayey 2.5 1.58 -1.10 8.20 30.19 5.23 2.66 Silt Mixtures: clayey silt to silly clay 38.25 0.38 Oayey 45.67 aayey aavey Clayey 10.0 aayey 2.55 1.79 -0.90 8.37 29.39 6.09 2.63 Silt Mixtures: clayey silt to slity clay 37.04 0.38 aayey 58.91 aayey Ciayey Clayey 10.0 a,yey 2.6 1.76 -0.76 8.53 30 69 5.73 2.60 Silt Mixtures: clayey silt to silty clay 35.57 0.38 a. yey 60.95 aayey aayey Clayey 10.0 aayey 2.65 1.41 -0.76 869 24.69 5.71 2.67 Silt Mixtures: clayey silt to sitty clay 38.90 0.38 aayey 48.36 aayey aiyey Clayey 10.0 aayey 2.7 1.12 -0.76 8.86 21.29 5.26 2.69 Silt Mixtures: clayey silt to slity clay 40.09 0.38 aayey 41.15 aayey aiyey Clayey 10.0 aayey 2.75 0.93 4.76 9.02 19.59 4.74 2.69 Silt Mixtures: clayey silt to silty clay 39.97 0.38 aayey 37.41 aayey aayey Clayey 10.0 aayey 2.8 0.81 -0.76 9.19 17.79 4.55 2.71 Silt Mixtures: clayey silt to silty clay 41.14 040 aavey 33.55 aayey aayey Clayey 10.0 aayey 2.85 0.75 -0.73 9.35 17.19 436 2.71 Silt Mixtures: clayey silt to Litty clay 41.23 0 40 aayey 32.07 aayey aayey Clayey 10.0 aayey 2.9 0.75 -0.69 9.51 17.09 4.39 2.72 Silt Mixtures: clayey silt to silty clay 41.60 0 40 aavey 31.57 aayey aayey Clayey 10.0 aayey 2.95 0.74 -0.68 9.68 17.09 4.33 2.72 Silt Mixtures: clayey $lit to silty clay 41.56 0.40 aayey 31.27 aayey aayey Clayey 10.0 aayey 3 0.74 -0.65 9.84 16.49 4.48 2.75 Silt Mixtures: clayey $lit to silty clay 42.98 0.40 aayey 29.85 aayey aayey Clayey 10.0 aiyey 3.05 0.73 -0.48 10.01 15.99 4.56 2.77 Silt Mixtures: clayey $1lt to silty clay 44.02 0.40 aavey 28.64 Clayey aayey Clayey 10.0 aayey 3.1 0.71 -0.42 10.17 15.90 4.47 2.76 Silt Mixtures: clayey silt to silly clay 43.96 0.42 aayey 28.18 Clayey aayey Clayey 10.0 aayey 3.15 0.70 -0.31 10.33 15.70 4.46 2.77 Silt Mixtures: clayey silt to silty clay 44.35 0.42 aayey 27.56 aayey aayey Clayey 10.0 a,yey 3.2 0.68 -0.31 10.50 15.70 4.33 2.77 Sit Mixtures: clayey silt to silty clay 44.05 0.42 a.yey 27.30 aayey aayey Clayey 10.0 a.yey 3.25 0.70 -0.31 10.66 16.20 4.32 2.76 Sitt Mixtures: clayey silt to silty clay 43.58 0.42 0@ye,27.95 aiyey aayey Clayey 10.0 aayey 3.3 0.70 -0.31 10.83 16.40 4.27 2.75 Silt Mixtures: clayey silt to silty clay 43.31 0.42 aayey 28.06 a,yey aayey Clayey 10.0 aayey 3.35 0.71 -0.21 10.99 16.00 4.44 2.78 Silt Mixtures: clayey silt to silly clay 44.61 0.42 aayey 27.10 aayey aayey Clayey 10.0 aayey 3.4 0.71 0.11 11.15 15.10 4.70 2.82 S,lt Mixtures: clayey silt to sitty clay 46.91 0.42 aayey 25.28 a,yey aayey Clayey 10.0 aavey 3.45 0.70 -0.37 11.32 13.40 5.22 2.89 S,It Mixtures: clayey silt to sitty clay 51.48 0.42 aayey 22.10 aayey aayey Clayey 10.0 aayey 3.5 0.64 -2.12 11.48 10.48 6.10 3.03 aays 60.35 0.44 aayey 16.91 aayey aayey Clayey 10.0 aayey 3.55 0.56 -2.78 11.65 8.87 6.29 3.10 aays 65.57 0.44 aayey 14.02 aayey aayey Clayey 10.0 aayey 3.6 0.51 -3.00 11 81 8.17 6.22 3.13 aays 67.87 044 aiyey 12.70 aayey aayey Clayey 10.0 a.yey Plate C-8 ALBUS-KEEFE & ASSOCIATES, INC.2 of 7 3.65 8.10 0.45 -2.53 11.98 8.07 5.56 3.11 aays 66.13 0.44 aayey 12.42 aayey Clayey 3.7 8.80 0.42 -1.50 12.14 8.78 4.77 3.04 Ciays 61.06 0.44 aayey 13.47 aayey aayey 3.75 8.50 0.38 -0.11 12.30 8.50 4.47 3.04 aays 6099 0.44 aayey 12.85 aayey aayey 3.8 8.00 0.35 0.26 12.47 8.00 4.38 3.06 aays 62.St 0.44 aayey 11.91 a,yey aayey 3.85 7.60 0.32 0.44 12.63 7.60 4.21 3.07 aays 63.51 0.44 aayey 11.15 a.yey aayey 3.9 7.40 0.28 0.49 12.80 7.41 3.78 3.06 aars 62.54 0.44 aayey 10.73 aayey aayey 3.95 7.10 0.27 0.52 12.96 7.11 3.80 3.08 aaYS 64.11 0.46 aayey 10.15 aayey aayey 4 7.10 0.26 0.52 13.12 7.11 3.66 3.07 aays 63.67 0.46 aayey 10.06 aayey aayey 4.05 7.10 0.25 0.64 13.29 7.11 3.52 3.07 aays 63.20 0.46 aayey 9.97 aayey a.yey 4.1 6.50 0.23 0.74 13.45 6.St 3.54 3.11 aays 66.30 0.46 aayey 8.94 aiyey aayey 4.15 6.20 0.20 0.74 13.62 6.21 3.23 3.11 aays 66.39 0.46 aayey 8.39 aiyey aayey 4.2 6.10 0.21 0.82 13.78 6.11 3.44 3.14 aays 68.41 0.46 aayey 8.16 aayey aayey 4.25 6.10 0.22 0.89 13.94 6.11 3.61 3.16 aays 69.57 0.46 aayey 8.08 aayey aayey 4.3 6.50 0.25 0.89 14.11 6.51 3.85 3.15 aays 68.95 0.46 aiyey 8.62 aayey aayey 4.35 6.90 0.25 0.95 14.27 6.91 3.62 3.11 aays 66.14 0.46 aayey 9.15 aayey aavey 4.4 7.10 0.26 1.01 14.44 7.11 3.66 3.10 aays 65.69 0.46 aayey 9.37 aavey aayey 4.45 7.10 0.25 1.08 14.60 7.11 3.52 3.10 aays 65.21 0.48 aayey 9.29 aayey aayey 4.5 7.40 0.27 1.11 14.76 7.41 3.65 3.09 aays 64.81 0.48 aayey 9.65 aayey aayey 4.55 8.10 0.31 1.19 14.93 8.11 3.83 3.07 aays 63.18 0.48 aayey 10.60 a/yey aayey 4.6 8.00 0.33 1.16 15.09 8.01 4.13 3.10 aavs 65.20 0.48 aayey 10.37 aayey aayey 4.65 7.70 0.37 1.26 15.26 7.71 4.81 3.16 aays 69.65 0.48 aayey 9.85 aayey aayey 4.7 7.50 0.36 1.35 15.42 7.51 4.80 3.17 aays 70.72 0.48 aayey 9.48 aayey aayey 4.75 7.30 0.31 1.47 15.58 7.32 4.25 3.15 0@YS 69.38 0.48 aayey 9.11 aayey aayey 4.8 7.30 0.27 1.56 15.75 7.32 3.70 3.12 a@Ys 66.95 0.48 aayey 9.04 aayey aavey 4.85 8.00 0.28 1.58 15.91 8.02 3.50 3.07 aays 63.28 0.48 a.yey 9.95 Clayey Clayey 4.9 9.00 0.33 1.70 16.08 9.02 3.67 3.03 aays 60.83 0.48 Clayey 11.28 Clayey Clayey 4.95 9.50 0.38 1.73 16.24 9.52 4.00 3.04 Ciays 61.08 0.48 aayey 11.89 a,yey aayey 5 9.80 0.42 1.81 16 40 9.82 4.29 3.05 aays 61 69 0.48 Clayey 12.21 Clayey Clayey 5.05 10.00 0.44 1.86 16.57 10.02 4.40 305 aays 61.81 0.50 aayey 12.39 aayey aayey 5.1 10.30 0.43 1.86 16.73 10.32 4.17 3.03 aars 60.19 0.50 aiyey 12.71 aayey Clayey 5.15 10.60 0.44 1.86 16.90 10.62 4.15 3.01 aaYS 59.49 0.50 aayey 13.02 a@Yey aayey 5.2 10.40 0.43 1.86 17.06 10.42 4.13 3.02 aaYS 60.13 0.50 aayey 12.65 aayey aIvey 5.25 10.70 0.43 1.86 17.22 10.72 4.02 3.01 aays 59.01 0.50 aayey 12.96 aayey aavey 5.3 11.00 0.42 1.86 17.39 11.02 3.82 2.99 aays 57.52 0.50 aayey 13.27 aavey aayey 5.35 10.80 0.44 1.94 17.55 10.82 4.07 3.01 aays 59.38 0.50 aayey 12.91 aayey aayey 5.4 11.00 0.43 1.94 17.72 11.02 3.91 3.00 aays 58.31 O.so aayey 13.08 a,yey aayey 5.45 11.40 0.43 2.01 17.88 11.42 3.77 2.98 aays 56.88 0.50 aayey 13.51 aayey aayey 5.5 12.20 0.44 2.01 18.04 12 22 3.61 2.94 Silt Mixture$: clayey silt to sitty Clay 54.49 O.so aayey 14.45 aayey aayey 5.55 12.80 0.46 2.09 18.21 12.82 3.59 2.92 5ilt Mixtures: clayey silt to silry clay 53.37 0.50 aayey 15.13 aayey aayey 5.6 12.80 0.48 2.09 18.37 12.82 3.75 2.94 SIt Mixtures: clayey silt to silty clay 54.27 0.50 a ayey 15 02 aayey aayey 5.65 12.50 0.47 2.09 18.54 12.52 3.76 2.95 Silt Mixtures: clayey slit to silty clay 55.09 0.50 aayey 14.54 aayey aayey 5.7 11.60 0.43 2.11 18.70 11.62 3.71 2.98 a.vs 56.99 0.50 aayey 13.29 aayey aayey 5.75 10.70 0.38 2.16 18.86 10.72 3.55 3.00 aays 58.63 0.50 aayey 12.07 aayey aavey 5.8 10.70 0.35 2.16 19.03 10.72 3.27 2.98 aaYS 57.37 0.52 aayey 11.98 aayey aayey 5.85 10.70 0.29 2.16 19.19 10.72 2.71 2.94 Silt Mixtures: clayey silt to silly clay 54.40 0.52 aayey 11.90 aayey aayey 5.9 9.40 0.25 2.16 19.36 9.42 2.66 2.99 aiD 57.97 0.52 aiyey 10.21 aavey aayey 5.95 0.19 2.24 19.52 8.12 2.35 3.03 aays 60.69 0.52 aayey 8.53 aayey aayey ALBUS-KEEFE & ASSOCIATES,INC. Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aiyey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aavey Clayey 10.0 aayey Clayey 10.0 a.yey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 a,yey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 Clayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 a,yey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 a.yey Clayey 10.0 a.yey Clayey 10.0 aayey Clayey 10.0 0@yey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayev Clayey 10.0 a.yey te C-8 3 of 7 6.90 34.2 33.5 31.8 29.7 6 0.15 2.24 19.69 6.92 2.17 3.09 aays 65.06 0.52 a.yey 7.00 aayey Clayey Clayey 10.0 aayey 6.05 6.50 0.13 2.32 19 85 6.53 2.00 3.11 aays 66.08 0.52 aayey 6.46 a,yey aayey Clayey 10.0 aayey 6.1 6.90 0.13 2.39 20.01 6.93 1.88 3 07 aays 63.19 0.52 aayey 6.90 Clayey aayey Clayey 10.0 aayey 6.15 7.90 0.18 2.46 20.18 7.93 2.28 3.05 aaYS 61.85 0.52 aayey 8.05 aayey aayey Clayey 10.0 aayey 6.2 8.20 0.29 2.46 20.34 8.23 3.54 3.14 aays 68.58 0.52 aiyey 8.35 aayey aayey Clayey 10.0 aayey 6.25 11.70 0.54 2.68 20.51 11.73 4.62 3.06 aavs 62.72 0.52 a.yey 12.46 aayey aayey Clayey 10.0 aayey 6.3 14.10 0.84 2.93 20.67 14.13 5.96 3.06 aays 62.74 0.52 aavey 15.22 Clayey 10.0 aayeyaayeyaayey 6.35 19.20 0.88 2.95 20.83 19.23 4.58 2.87 Slk Mixtures: clayey silt to $ilty clay SO.30 0.52 aayey 21.13 aayey aayey Clayey 10.0 aayey 6.4 23.90 0.77 2.89 21.00 23.93 3.22 2.69 Ntt Mixtures: clayey silt to silly clay 40.13 0.52 aayey 26.50 aayey aayey Clayey 10.0 aayey 6.45 14.90 0.54 1.22 21.16 14.91 3.62 2.91 Silt Mixtures: clayey silt to silty clay 52.49 0.52 aayey 15.87 aayey aayey Clayey 10.0 aayey 6.5 9.90 0.44 0.67 21.33 9.91 444 3.13 aays 67.98 0.52 aayey 9.98 a.yey a.yey Clayey 10.0 aayey 6.55 7.70 0.40 0.74 21.49 7.71 5.19 3.29 aays 80.31 0.52 aayey 7.38 aayey aayey Clayey 10.0 aayey 6.6 7.40 0.35 0.81 21.65 7.41 4.73 3.29 aays 80.05 0.52 aayey 6.99 Clayey 10.0 aayeya,yey Clayey 6.65 7.50 0.34 0.82 21.82 7.51 4.53 3.27 aays 78.85 0.52 aayey 7.05 aavey aayey Clayey 10.0 aayey 6.7 9.20 0.45 0.88 21.98 921 4 89 3.20 aays 73.16 0.52 aavey 893 aayey aayey Clayey 10.0 aayey 6.75 12.30 0.56 0.89 22.15 12.31 4.55 3.06 aays 62.71 032 a,yey 12.36 aiyey aayey Clayey 10.0 aayey 6.8 14.00 0.59 0.89 22.31 14.01 4.21 2.99 aays 57.80 0.54 aayey 14.19 aayey aavey Clayey 10.0 aayey 6.85 13.80 0.63 0.89 22.47 13.81 4.57 3.02 aaYS 59.83 0.54 aayey 13.88 aayey aayey Clayey 10.0 aayey 6.9 13.00 0.75 0.78 22.64 13.01 5.77 3.11 aays 66.32 0.54 aayey 12.91 aayey aayey Clayey 10.0 Clayey 6.95 13.50 0.90 0.58 2280 13.51 6.67 3.14 aaYS 68.43 0.54 a.yey 13.39 aayey Clayey Clayey 10.0 aayey 7 15.00 0.89 0.44 22.97 15.00 S.93 3.07 aays 63.15 0.54 a.yey 14.95 aayey aayey Clayey 10.0 aayey 7.05 15.40 0.78 0.56 23 13 15.41 5.06 3.01 aaYS 59.45 0.54 aavey 15.30 aayey aayey Clayey 10.0 aavey 7.1 15.20 0.73 0.59 23.29 15.21 4.80 301 aays 58.93 0.54 aayey 14.99 Clayey aiyey Clayey 10.0 aayey 7.15 15.20 0.75 0.63 23.46 15.21 4.93 3.02 aays 59.59 0.54 aavey 14.91 aayey aayey Clayey 10.0 Ciayey 7.2 14 0.78 0.8 23.62 14.01 5.57 3.09 aays 64.41 0.54 Clayey 13.53 Clayey Clayey Clayey 10.0 Clayey 7.25 12.4 0.69 0.77 23.79 12.41 5.56 3.14 aays 68.14 0.54 aayey 11.74 aiyey Clayey Clayey 10.0 aayey 7.3 11.5 0.59 0.82 23.95 11.51 5.13 3.15 aavs 68.98 0.54 aayey 10.71 aayey a.yey Clayey 10.0 aayey 7.35 11.3 0.55 0.82 24.11 11.31 4.87 3.14 aays 68.64 0.54 aayey 10.44 aayey aavey Clayey 10.0 aayey 7.4 10.9 0.45 0.82 24.28 10.91 4.13 3.12 aays 66.70 0.54 aayey 9.95 aayey aayey Clayey 10.0 aayey 7.45 10.4 0.36 0.82 24.44 10.41 3.46 3.09 OaK 65.05 0.54 aayey 9.37 aayey aayey Clayey 10.0 aayey 7.5 10.1 0.29 0.89 24.61 10.11 2.87 3.06 aays 62.81 0.54 aayey 900 aayey aayey Clayey 10.0 aiyey 7.55 9.5 0.26 0.93 24.77 9.51 2.74 3.08 aays 64.17 0.54 aavey 8.32 aayey aayey Clayey 10.0 aayey 7.6 8.6 0.31 0.97 24.93 8.61 3.60 3.20 aays 73.01 0.54 aayey 7.34 a.yey aayey Clayey 10.0 aayey 7.65 9.8 0.36 1.03 25.10 9.81 3.67 3.15 aays 68.87 0.54 aayey 8.53 aayey aayey Clayey 10.0 aayey 77 11.1 0.61 1.04 25.26 11.11 5.SO 3.20 aays 72.97 0.54 aayey 9.81 aayey aiyey Clayey 10.0 aayey 7.75 18.6 0.94 1.11 25.43 18 61 5.05 2.97 aays 56.44 0.54 aayey 17.39 aayey aayey Clayey 10.0 aayey 7.8 30 1.38 0.89 25.59 30.01 4.60 2.77 Silt Mixtures: clayey silt to s,Ity Clay 44.26 0.54 aayey 28.85 aayey aayey Clayey 10.0 aayey 7.85 23.7 1.52 0.62 25.75 23.71 6.41 2.95 aays 55.44 0.54 aavey 22.35 aayey aayey Clayey 10.0 aayey 7.9 15.8 1.13 -0.53 25.92 lS.79 7.15 3.14 aaYS 68.30 0.54 aayey 14.30 aayey aayey Clayey 10.0 aayey 7.95 12.8 0.65 -0.31 26.08 12.80 5.08 3.13 aays 67.54 0.54 aayey 11.23 aayey aayey Clayey 10.0 aayey 8 11.4 0.4 -0.31 26.25 11.40 3.51 3.08 aaYS 64.18 0.54 aavey 9.77 aayey aayey Clayey 10.0 a.yey 8.05 11.7 0.71 -0.31 26.41 11.70 6.07 3.22 aa YS 74.56 0.54 aayey 10.01 a.yey aayey Clayey 10.0 aayey 8.1 26.6 1.17 -0.01 26.57 26.60 4.40 2.81 5,lt Mixtures: clayey silt to silty clay 46.54 O.S4 aayey 24.64 aayey aavey Clayev 10.0 aiyey 8.15 1.59 -0.33 26.74 34.20 4.65 2.74 S,lt Mixtures: clayey silt to silty clay 42.58 0.54 aayey 31.97 aayey aayey Clayey 10.0 aiyey 8.2 1.85 -0.4 26.90 33.50 5.52 2.80 Silt Mixtures: clayey silt to silty clay 46.02 0.56 aayey 31.13 aayey aayey Clayey 10.0 aayey 8.25 1.76 -0.46 27.07 31.80 5.53 2.82 Sit Mixtures: clayey silt to silly clay 47.18 0.56 aayey 29.32 a.yey aayey Clayey 10.0 aayey 8.3 1.74 -0.46 27.23 29.70 5.86 2.86 Silt Mixtures: clayey silt to silty clay 49.71 0.56 aayey 27.15 aiyey aayey Clayey 10.0 aayey Plate C-8 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 28.7 1.63 -0.51 27.40 28.69 5.68 2.87 Silt Mixtures: clayey silt to sitty Clay 49.96 0.56 Clayey 26.05 aayey aayey Clayey 10.0 a,yey 8.4 25.4 1.61 -0.6 27.56 25.39 6.34 2.94 Silt Mixtures: clayey silt toiltty clay 54.84 0.56 aayey 22.76 aayey aayey Clayey 10.0 aayey 8.45 21.6 1.44 -0.61 27.72 21.59 6.67 3.02 aays 59.84 0.56 aayey 19.02 aayey aayey Clayey 10.0 aayey 8.5 18.4 1.19 -0.61 27.89 18.39 6.47 3.07 aays 63.52 0.56 aayey 15.89 aayey aayey Clayey 10.0 aiyey 8.55 14.9 0.95 -0.6 28.05 14.89 6.38 3.15 aa,rs 69.43 0.56 aayey 12.50 aayey aayey Clayey 10.0 aayey 8.6 12.5 0.79 -0.55 28.22 12.49 6.32 3.23 aays 75 03 0.56 aayey 10.17 aayey aayey Clayey 10.0 a.yey 8.65 12.4 0.79 -0.53 28.38 12.39 6.37 3.23 a.,A 75.65 0.56 aayey 10.03 aayey aayey Clayey 10.0 aayey 8.7 20.6 0.92 -0.47 28.54 20.59 4.47 2.93 Sllt Mixtures: clayey silt to silty clay 53.89 0.56 aayey 17.62 aayey a,yey Clayey 10.0 aayey 8.75 29.3 0.99 -0.53 28.71 29.29 3.38 2.72 Silt Mixtures: clayey silt to silty clay 41.54 0.56 aayey 25.62 aayey aayey Clayey 10.0 aiyey 8.8 25.3 0.61 -0.45 28.87 25.30 2.41 2.69 Silt Mixtures: clayey silt to silty clay 39 67 0.56 aayey 21.80 aayey aayey Clayey 10.0 (layey 8.85 19.7 0.45 -0.38 29.04 19.70 2.28 2.71 S,tt Mixtures: clayey silt to s,Ity clay 44.46 O.S6 aayey 16.54 aayey aayey Clayey 10.0 aayey 8.9 16.2 0.48 -0.38 29.20 16.20 2.96 2.92 Silt Mixtures: clayey slit to silty clay 53.46 0.56 aayey 13.25 aayey aayey Clayey 10.0 aayey 8.95 16.8 0.57 -0.33 29.36 1680 3.39 2.9S Silt Mixtures: clayey silt to silly clay 54.88 0.56 aayey 13.73 aayey aayey Clayey 10.0 aayey 9 20.9 0.67 -0.01 29.53 20.90 3.21 2.84 SIt Mixtures: clayey silt to silty clay 4854 O.S6 aayey 17.39 aayey aiyey Clayey 10.0 aayey 9.05 18.9 0.62 0.02 29.69 18.90 3.28 2.89 Silt Mixtures: clayey silt to Silly clay 51.48 0.56 aayey 15.50 aayey aayey Clayey 10.0 aayey 9.1 18.1 0.6 0.01 29.86 18.10 3.31 2.91 Silt Mixtures: clayey silt to silty clay 52.87 0.56 aayey 14.70 aavey a.yey Clayey 10.0 aayey 9.15 19.9 0.61 0.05 30.02 19.90 3 07 2.86 Sill Mixtures: clayey silt to silty clay 49.32 0.56 aayey 16.24 aayey aiyey Clayey 10.0 aayey 9.2 19.9 0.69 0.11 30.18 19.90 3.47 2.89 Silt Mixtures: clayey silt to silty clay 51.45 0.56 aavey 16.17 aayey aayey Clayey 10.0 aayey 9.25 19.4 0.68 0.11 30.35 19.40 3.51 2.91 Silt Mixture: clayey silt to silty clay 52.38 0.56 aayey 15.65 a.yey aayey Clayey 10.0 aayey 9.3 21.2 0.73 0.14 3051 21.20 3.44 2.87 Silt Mixtures: clayey silt to silry clay 50.00 0.56 aayey 17.17 aayey Clayey Clayey 10.0 aayey 9.35 23.6 0.68 0.14 30.68 23.60 2.88 2.78 Silt Mixtures: clayey R to silly clay 44 78 0.56 aayey 19.20 aayey Clayey Clayey 10.0 aayev 9.4 22.6 0.73 0.14 30.84 22.60 3.23 2.83 SIt Mixtures: clayey silt to silty clay 47.65 0.56 aayey 18.24 aayey aayey Clayey 10.0 aayey 9.45 23.5 0.78 0.14 31.00 23.SO 3.32 2 82 Silt Mixtures: clayey silt to silty clay 47.28 0.56 aayey 18.94 aayey aayey Clayey 10.0 aayey 9.5 24.4 0.99 0.17 31.17 24.40 4.06 2.87 S,lt Mixtures: clayey $ilt to silty clay 49.85 0.56 0@yey 19.64 a,Yey Clayey Clayey 10.0 a,yey 9.55 27.2 1.07 0.22 31.33 27.20 3.93 2.82 Silt Mixtures: clayey $ilt to silty clay 46.98 0.56 a.yey 21.98 aayey aayey Clayey 10.0 aayey 9.6 31.8 1.58 0.28 31.50 31.80 4.97 2.83 Silt Mixtures: clayey silt to silly clay 47.73 0.56 aayey 25.86 aayey aayey Clayey 10.0 aavev 9.65 41.4 2.43 0.22 31.66 41.40 5.87 2.79 Silt Mixtures: clayey silt to silly clay 45.52 0.56 aavey 34.01 aavey aayey Clayey 10.0 aavey 9.7 56.8 3.11 0.09 31.82 56.80 5.48 2.67 Silt Mixtures: ctayey sllt to flty clay 38.83 0.56 aayey 47.07 aayey aayey Clayey 10.0 a.yey 9.75 55.3 3.32 -0.18 31.99 55.30 600 2.71 Solt Mixtures: clayey $lit to litty clay 40.90 0.56 aayey 45.59 aayey Clayey Clayey 10.0 aayey 9.8 50 2.6 -0.44 32.15 50.00 5.20 2.70 Silt Mixtures: clayey silt to Illty clay 40.24 0.56 aayey 40.89 aayey aayey Clayey 10.0 aayey 9.85 50.1 2.23 -0.4 32.32 50.10 4.45 2.65 Silt Mlitures: clayey silt to silly clay 37.76 0.56 aayey 40.80 aayey aayey Clayey 10.0 aayey 9.9 55.5 2.23 0.07 32.48 55.50 4.02 236 Sand Mixtures: silty sand to sandy silt 33.26 0.56 3.07 49.57 152.10 0.59 1.1 1.1 Uquefiable 9.95 54.7 2.32 0.11 32.64 54.70 4.24 2.61 Silt Mixtures: clayey silt to silty clay 35.70 0.56 aayey 44.33 aayey aayey Clayey 10.0 aayey 10 94.8 3.13 0.2 32.81 94.80 3.30 2.33 Sand Mixtures: siltÂ¥ sand to sandy silt 23.73 0.56 2.06 84.33 173.40 100 1.8 1.8 Non-Liquefiable 10.05 76.8 3.35 -2.69 32.97 76.77 4.36 2.49 Sand Mixtures: silty sand to sandy silt 30 04 0.56 2.70 68.18 183.87 1.00 1.8 1.8 Non-liquefiable 10.1 49.2 3.3 -5.14 33.14 49.14 6.71 2.79 Silt Mixtures: clayey silt to silry clay 45.41 0.56 aayey 39.21 Clayey aayey Clayey 10.0 aiyey 10.15 50.3 3.08 -5.04 33.30 50.25 6.12 2.75 SIt Mixtures: clayey silt to silty clay 4344 0.56 aayey 39.96 aIvey aayey Clayey 10.0 aayey 10.2 54.2 3.3 -4.91 33.46 54.15 6.09 2.73 Silt Mixtures: clayey Silt to silty clay 42.10 0.56 aayey 43.01 aavey aayey Clayey 10.0 aayey 10.25 68.4 3.33 -4.87 33.63 68.3S 4.87 2.56 Sand Mixtures: silty iand to sandy $,lt 33.35 O.S6 3.08 60.25 185.58 1.00 1.8 1.8 Non-LIqueflable 10.3 96.1 3.63 -4.81 33.79 96.05 3.78 2.38 Sand Mixtures: silty sand to sandy silt 2S.44 O.S6 2.22 84.49 187.27 1.00 1.8 1.8 Non-Liquefiable 10.35 80.2 3.76 -4.95 33.96 80.15 4.69 2.so Sand Mixtures: sitty $and to sandy silt 30.69 056 2.77 70.37 194.91 1.00 1.8 1.8 Non-Liquefiable 10.4 71.2 3.32 -5.47 34.12 71.14 4.66 2.53 Sand Mixtures: silty sand to sandy silt 32.23 056 2.95 62.36 183.72 1.00 1.8 1.8 Non-Uquefiable 10.45 79.8 3.04 -5.69 34.28 79.74 3.81 2.44 Sand Mixture$: silty sand to sandy silt 27.86 0.56 2.46 69.75 171.67 1.00 1.8 1.8 Non-Liquefiable 10.5 97.1 2.51 -5.99 34.45 97.04 2.58 2.25 Sand Mixtures: silly sand to sandy silt 20.80 0.56 1.81 84.72 152.92 0.60 1.1 1.1 Liquefiable Sand Mixtures: silty sand to sandy silt 1606 0.56 1.47 93.35 137.22 0 46 0.8 0.8 LIquefiable Sands: clean to silty Liquefiable Sands: clear to silly /liquefiable 10.55 107.2 1.92 -7.47 34.61 107.12 1.79 2.11 10.6 108.4 1.33 -8.77 34.78 108.31 1.23 1.99 10.65 1.45 -9.51 34.94 112.80 1.28 1.99 12 77 0.56 1.29 94.22 121.65 0.36 0.6 0.6 12.78 0.56 1.29 97.94 126.52 0.39 0.7 0.7 Vlte C-8 ALBUS-KEEFE & ASSOCIATES, INC.5 of 7 122.5 129.6 148 173.5 175.8 181 192.3 199.9 207.6 214.4 222.1 233.2 247 258.5 263.4 266.5 272.3 285 295.3 307.3 321.9 324.4 323.2 330 349.5 388.9 407.4 398.2 396.1 401.4 400.4 397.8 386.9 365.2 344.5 351.1 374 375.8 370.3 387.5 371.5 371.7 369.9 392.4 402 401.3 385.4 10.7 1.23 -9.96 35.10 122.39 1.00 1.90 Sands: clean to silty 10.31 0.56 1.19 106.07 125.77 0.38 0.7 0.7 Liqueliable 10.75 1.4 -10.42 35.27 129.49 1.08 1.90 Sands: clean to silty 10.38 0.56 1.19 112.01 133.10 0.43 0.8 0.8 Liquefiable 10.8 1.62 -10.11 35.43 147.89 1.09 1.86 Sands: clear, to silty 9.46 0.56 1.15 127.67 147.32 0.55 1.0 1.0 Liqueliable 10.85 1.92 -9.88 35.60 173.39 1.11 1.81 Sand$: clean to silty 8.42 0.56 1.12 149.40 166.86 1.00 1.8 1.8 Non-Liquefiable 10.9 2.01 -9.99 35.76 175.69 1.14 1 82 Sands: clean to silly 8.56 0.56 1.12 151.10 169.49 1.00 1.8 1.8 Non-Liquefiable 10.95 1.73 -10.06 35.93 180 89 0.96 1.76 Sands: clear, to silty 7.24 0.56 1.08 155.28 167.20 1.00 1.8 1.8 Non-Uquefiable 11 1.6 -10.11 36.09 192.19 0.83 1.70 Sands: clean to silty 6.07 0.56 1.04 164.67 170.65 1.00 1.8 1.8 Non-Uquefiable 11.05 1.74 -10.11 36.25 199.79 0.87 1.70 Sands: clean to silty 6.10 O.S6 1.04 170.87 177.23 1.00 1.8 1.8 Non-Uquefiable 11.1 1.95 -10.11 36.42 207.49 0.94 1.71 Sands: clean to silly 6.32 0.56 1.05 177.12 185.10 1.00 1.8 1.8 Non-Uquefiable 11.15 2.05 -10.07 36.58 214.29 0.96 1.71 Sands: clear, to sitty 6.24 0.54 1.04 182.59 190.32 1.00 1.9 1.9 Non-Liquefiable 11.2 1.94 -9.95 36.75 221.99 0.87 1.67 Sands: clean to silty 5.54 0.54 1.02 188.81 191.90 1.00 1.9 1.9 Non-Uqueliable 11.25 1.72 -9.83 36.91 233.09 0.74 1.60 Sands: clean to silty 4.41 O.S4 1.00 197.89 197.89 1.00 1.9 1.9 Non-liquefiable 11.3 1.5 -9.77 37.07 246.89 0.61 1.53 Sands: clean to silly 3.25 O.S4 1.00 209.22 209.22 1.00 1.9 1.9 Non-Liqueflable 11.35 1.34 -9.74 37.24 258.39 0.52 1.47 Sands: clear to sitty 2.41 0.54 1.00 218.57 218.57 1.00 1.9 1.9 Non-Liquefiable 11.4 1.46 -9.7 37.40 263.30 0.55 1.48 Sands: clean to silty 2.59 O.S4 1.00 222.32 222.32 1.00 1.9 1.9 Non-Liquefiable 11.45 1.39 -9.61 37.57 266.40 0.52 1.46 Sands: clean to sitty 2.31 0.54 1.00 224.S4 224.54 1.00 1.9 1.9 Non-Liquefiable 11.5 1.39 -9.53 37.73 272.20 0.51 1.45 Sands: clear to sitty 2.14 0.54 1.00 229.02 229.02 1.00 1.9 1.9 Non-Uquefiable 11.55 1.39 -9.39 37.89 284.90 0.49 1.42 Sands: dean to silty 1.79 0.54 1.00 239.28 239.28 1.00 1.9 1.9 Non-Liqueflable 11.6 1.38 -9.31 38.06 295.20 0.47 1.40 Sands: clean to silty 1.51 0.54 1.00 247.49 247.49 1.00 1.9 1.9 Non-liquefiable 11.65 1.34 -9.16 38.22 307.20 0.44 1.37 Sands: clear to silty 113 0.54 1.00 257.09 257.09 1.00 1.9 1.9 Non-Liquefiable 11.7 1.48 -9.09 38.39 321.80 0.46 1.37 Sands: clean to silty 1.13 0.54 1.00 268.84 268.84 1.00 1.9 1.9 Non-liquefiable 11.75 1.51 -885 38.55 324.30 0.47 1.37 Sands: clear to silty 1.14 0.54 100 270.45 270.45 1.00 1.9 1.9 Non-Uqueflable 11.8 1.6 -8.2 38.71 323.11 0.50 1.39 Sands: clean to sitty 1.37 0.54 1.00 268.99 268.99 1.00 1.9 1.9 Non-Uquefiable 11.85 1.59 -8.09 38.88 329.91 0.48 1.37 Sands: clean to silly 1.21 0.54 1.00 274.17 274.17 1.00 1.9 1.9 Non-liquefiable 11.9 1.52 -7.99 39.04 349.41 0.43 1.33 Sands: clean to silty 0.68 O.S4 1.00 289.87 289.87 1.00 1.9 1.9 Non-Liquefiable 11.95 1.68 -7.85 39.21 388.82 043 1.29 Gravelly sand to dense sand 0.30 0.54 1.00 322.00 322.00 1.00 1.9 1.9 Non-liqueflable 12 1.99 -7.71 39.37 407.32 0.49 1.31 Sands: clean to silty 0.52 0.54 1.00 336.74 336.74 1.00 1.9 1.9 Non-Liquefiable 12.05 1.9 -7.61 39.53 398.12 0.48 1.31 Sands: clean to silty 0.53 0.54 1.00 328.58 328.58 1.00 1.9 1.9 Non-Liquefiable 12.1 1.98 -7.46 39.70 396.02 0.50 1.33 Sands: clean to silty 0.70 0.54 1.00 326.29 326.29 1.00 1.9 1.9 Non-Liquefiable 12.15 2.09 -7.23 39.86 401.32 0.52 1.34 Sands: clean to silty 0.80 0.54 1.00 330.09 330.09 1.00 1.9 1.9 Non-Uquefiable 12.2 2.21 -7.12 40.03 400.32 0.55 1.36 Sandi: clean to silly 1.01 0.54 1.00 328.72 328.72 1.00 1.9 1.9 Non-Liquefiable 12.25 1.8 -6.9 40.19 397.73 045 1.30 Gravelly sand to dense sand 0.39 0.54 1.00 326.03 326.03 1.00 1.9 1.9 Non-Liquefiable 12.3 1.85 -6.74 40.35 386.83 0.48 1.32 Sands: clean to silly 0 66 0.54 1.00 316.57 316.57 1.00 1.9 1.9 Non-liquefiable 12.35 1.68 -6.37 40.52 365.13 0.46 1.33 Sands: clean to silly 0 75 0.54 1.00 298.32 298.32 1.00 1.9 1.9 Non-Uquefiable 12.4 1.67 -6.23 40.68 344.43 0.48 1.37 Sands: clean to siltY 1.13 0.54 1.00 280.94 280.94 1.00 1.9 1.9 Non-Liquefiable 12.45 1.62 -6.14 40.85 351.03 0.46 1.35 Sands: clean to silty 0.91 0.54 1.00 285.85 285.85 1.00 1.9 1.9 Non-Liqueflable 12.5 1.76 -6.04 41.01 373.93 0.47 1.33 Sands: clean to filty 0.75 0.54 1.00 303.99 303.99 1.00 1.9 1.9 Non-liquefiable 12.55 1.91 -5.96 41.17 375.74 0.51 1.35 Sands: clean to siltY 0.99 0.54 1.00 304.95 304.95 1.00 1.9 1.9 Non-liquefiable 12.6 1.91 -5.77 41.34 370.24 0.52 1.36 Sands: clean to silty 1.10 0.54 1.00 299.99 299.99 1.00 1.9 1.9 Non-Liquefiable 12.65 2.15 -5.62 41.so 387.44 0.55 1.37 Sands: clean to silty 1.20 0.54 1.00 313.41 313.41 1.00 1.9 1.9 Non-liquefiable 12.7 2.39 -5.46 41.67 371.44 0.64 1.43 Sands: clean to silty 1.92 0.54 1.00 299.98 299.98 1.00 1.9 1.9 Non-Liquefiable 12.75 2.36 -5.31 41.83 371.64 0.63 1.43 Sands: clean to silty 1.87 0.54 1.00 299.65 299.65 1.00 1.9 1.9 Non-Liquefiable 12.8 2.41 -5.23 41.99 369.84 0.65 1.44 Sands: clean to silty 2.00 0.54 1.00 297.72 297.72 1.00 1.9 1.9 Non-Liqueflable 12.85 2.52 -5.15 42.16 392.34 0.64 1.42 Sands: clean to silly 1.72 0.54 1.00 315.32 315.32 1.00 1.9 1.9 Non-Uquefiable 12.9 2.42 -5.03 42.32 401.95 0.60 1.39 Sands: clean to silty 1.39 0.54 1.00 322.51 322.51 1.00 1.9 1.9 Non-liqueflable 12.95 2.06 -4.89 42.49 401.25 0.51 1.34 Sands: clean to silty 0.84 0.54 1.00 321.43 321.43 1.00 1.9 1.9 Non-Uquefiable 13 1.76 -4.8 42.65 385.35 0.46 1.32 Sands: clean to silty 0.61 0.54 1.00 308.20 308.20 100 1.9 1.9 Non-liquefiable Plate C-8 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 356.8 1.34 -4.72 42.81 356.7S 0.38 1.29 Gravelly sand to dense sand 0.32 0.54 1.00 284.88 284.88 1.00 1.9 1.9 Non-Liquefiable 13.1 334.5 1.21 -4.63 42.98 334.45 0.36 1.30 Gravelly sand to dense sand 0.45 0.54 1.00 266.65 266.65 1.00 1.9 1.9 Non-liquefiable 13.15 280.9 1.29 -4.4 43.14 280.85 0.46 1.43 Sands: clean to silty 1.88 O.S4 1.00 223.57 223.57 1.00 1.9 1.9 Non-Liquefiable 13.2 220.6 1.8 -4.27 43.31 220.55 0.82 1.67 SandsÂ· clean to silty 5.60 0.54 1.02 175.30 178.60 1.00 1.9 1.9 Non-liqueflable 13.25 175.8 3.08 -4.1 43.47 175.76 1.75 1.98 Sands: clean to silty 12.40 0.54 1.27 139.48 177.69 1.00 1.9 1.9 Non-Liquefiable 13.3 173.6 4.12 -4.28 43.64 173.55 2.37 2.08 Sand Mixtures: sitty sand to sandy jilt 15.31 O.S4 1.43 137.52 195.96 1.00 1.9 1.9 Non-liquefiable 13.35 219.3 4.85 -4.35 43.80 219.25 2.21 1.99 Sands: clean to sitty 12.81 0.52 1.29 173.44 224.34 1.00 1.9 1.9 Non-Liquefiable 13.4 270.8 4.49 -4.27 43.96 270.75 166 1.84 Sands: clean to silry 8.99 0.52 1.14 213.84 243.08 1.00 1.9 1.9 Non-Liquefiable 13.45 278.9 3.45 -4.69 44.13 278.85 1.24 1.73 Sands: clean to sitty 6.76 032 1.06 219.90 233.19 1.00 1.9 1.9 Non-liqueflable 13.5 277.2 2.66 -5.08 44.29 277.15 0.96 1.65 Sands: clean to silty 5.27 0.52 1.01 218.22 219.51 1.00 1.9 1.9 Non-Liquefiable 13.55 258.4 2.89 -5.17 44.46 258.34 1.12 1.72 Sands: clean to silty 6.57 0.52 1.05 203.10 214.06 1.00 1.9 1.9 Non-Liqueliable 13.6 241.3 2.62 -5.03 44.62 241.25 1.09 1.74 Sands: clean to slity 6.80 0.52 1.06 189.37 201.05 1.00 1.9 1.9 NonÂ·Liquefiable 13.65 224.5 1.87 4.98 44.78 224.45 0.83 1.68 Sands: clean to silty 5.70 0.52 1.02 175.92 179.84 1.00 1.9 1.9 Non-Liquefiable 13.7 1.51 -5.43 44.95 185.94 0.81 1.73 Sands: clean to silly 6.72 0.52 1.06 145.52 154.13 0.61 1.2 1.2 Liquefiable 13.75 1.79 -5.61 45.11 142.44 1.26 1.95 Sands: clear to silty 11.54 0.52 1.24 111.32 137.57 0.47 0.9 0.9 Uquefiable 13.8 2.04 -5.71 45.28 99.94 2.04 2.21 Sand Mixtures: silty sand to sandy silt 19.19 0.52 1.68 78.00 131.16 0.42 0.8 0.8 Liquefiable 13.85 1.89 -5.87 45.44 58.54 3.23 2.52 Sand Mixtures: silly sand to sandy silt 31.48 0.52 2.86 45.64 130.49 0.42 0.8 0.8 Liquefiable 13.9 1.35 -5.92 45.60 34.54 3.90 2.84 Silt Mixtures: clayey silt to silty Clay 48 49 0.S2 aayey 20.39 aayey aayey Clayey 10.0 aayey 13.95 0.94 -5.84 45.77 24.94 3.76 2.96 aays 56.02 0.52 aiyey 14.20 aayey aayey Clayey 10.0 aayev 14 0.61 -5.76 45.93 20.34 2 99 2.99 aars 57.92 0.52 aiyey 11.22 aayey a,yey Clayey 10.0 aayey 14.05 0.44 -5.69 46.10 18.64 2.35 2.97 aars 56.68 0.52 aayey 10.10 aayey aayey Clayey 10.0 aayey 14.1 0.39 -5.62 46.26 17.94 217 2.97 aan 56 65 0.52 aayey 9.62 Clayey aayey Clayey 10.0 aayey 14.15 0.38 -5.54 46.42 17.74 2.13 2.98 aays 56.86 0.52 aayey 9.46 aayey aa yey Clayey 10.0 aayey 14.2 0.39 -5.54 46.59 18.34 2.12 2.96 aays SS.82 0.52 aayey 9.81 aayey aaye,Clayey 10.0 aayey 14.25 0.47 -5.47 46.75 19.64 2.39 2.96 aays 55.70 0.52 aayey 10.59 aayey aayey Clayey 10.0 aayey 14.3 0.44 -5.47 46.92 20.34 216 2.92 Silt MixturesÂ· clayey silt to $114 Clay 53.18 0.52 aiyey 10.99 aayey aayey Clayey 10.0 aayey 14.35 0.48 -5.4 47.08 19.14 2.50 2.98 aays 57.42 0.52 aayey 10.20 aayey aayey Clayey 10.0 aayey 14.4 0.48 -5.33 47.24 19.44 246 2.97 aays S6.79 0.52 aayey 10.35 Clayey aayey Clayey 10.0 Cla'rey 14.45 0.53 -5.32 47.41 20.94 2.52 2.95 Silt Mixtures: clayey salt to jilty clay 55.07 0.52 aayey 11.24 aayey aayey Clayey 10.0 aayey 14.5 0.49 -5.25 47.S7 20.14 2.43 2.96 aaYS S5.67 0.52 aayey 10.71 aayey aayey Clayey 10.0 aayey 14.55 0.96 -5.1 47.74 19.94 4.80 3.14 aays 68.44 0.52 aayey 10.55 aIvey aayey Clayey 10.0 aavey 14.6 1.4 -4.91 47.90 40.15 3.48 2.77 Silt Mixtures: clayey silt to silty clay 44.26 0.52 aayey 22.91 aayey aayey Clayey 10.0 aiyey 14.65 '2.07 4.86 48.06 121.65 1.70 2.10 Sand Mixtures: tilty sard to sandy silt 15.71 0.52 1.45 92.56 134.08 0.44 0.8 0.8 liquefiable 14.7 !3.05 -5.34 48.23 176.14 1.73 1.99 Sands: clean to silty 12.63 0.52 1.28 133.82 171.93 1.00 1.9 1.9 Non-liquefiable 14.75 4.13 -6.21 48.39 212.73 1.94 1.97 Sands: clean to silty 12.18 0.52 1.26 161.39 203.99 1.00 1.9 1.9 Non-liquefiable 14.8 5.54 4.97 48.S6 272.92 2.03 1.92 Sand$: clean to lilty 10.84 0.52 1.21 206.75 249.46 1.00 1.9 1.9 Non-Uquefiable 14.85 '6.13 -7.64 48.72 322.62 1.90 1.85 Sands: clean to lilty 9.27 0.52 1.15 244.04 279.83 1.00 1.9 1.9 Non-liquefiable 14.9 '4.69 -8.71 48.88 369.61 1.27 168 Sandi: clear to silty 5.68 032 1.02 279.18 285.20 1.00 1.9 1.9 Non-Uquefiable 14.95 3.34 -9.57 49.05 401.70 0.83 1.51 Sands: clean to silty 3.00 0.52 1.00 302.99 302.99 1.00 1.9 1.9 Non-liqueliable 15 2.63 -10.05 49.21 413.49 0.64 1.42 Sand$: clean to silty 1.73 0.52 1.00 311.44 311.44 1.00 1.9 1.9 Non-Liquefiable 15.05 2.62 -10.18 49.38 410.89 0.64 1.42 Sands: clean to silty 1.77 0.52 1.00 309.05 309.05 1.00 1.9 1.9 NonÂ·Liquefiable 15.1 2.74 -10.02 49.54 398.69 0.69 1.45 Sands: clean to silty 2.20 O.so 1.00 299.45 299.45 1.00 2.0 2.0 Non-Liquefiable 15.15 3.1 -9.82 49.70 378.19 0.82 1.53 Sands: clean to sitty 3.21 0.50 1.00 283.66 283.66 1.00 2.0 2.0 Non-Liquefiable 15.2 0 -9.59 49.87 361.90 0.00 1.60 Sands: clean to silty 438 0-so 1.00 271.06 271.06 1.00 2.0 2.0 Non-Uquefiable 15.25 I 0 -9.44 50.03 357.00 000 1.61 Sands: clean to sitty 4 45 0.50 100 267.01 267.01 1.00 2.0 2.0 Non-Uqueflable 186 142.E 100 58.6 34.6 25 20.4 18.7 18 17.8 18.4 19.7 20.4 19.2 19.5 21 20.2 20 40.2 121.1 176.; 212.E 273 322.1 369.1 401.t 413.â‚¬ 411 398.E 378.: 362 357.1 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 Client:Alliance Residential UQUEFACnON Job. No.:2530.00 BASED ON CPT DATA CPT No.: 9 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft rhicknei Unit Wt.Bottom (Sv )b" Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -crrd (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 2***999 ="3' .3..,6 :.:6:":5'".4 r (Use no more than 8 soil layers) Basic Dataa Standard Plot Data Soil Classification Uquefaction, dnalysis Corrected Kehoe Testing CPT Data CSR K,q UN for Fines CRR, s'MSF Estimated (q,M)a Factor of Uquefactlon Safety Susceptibility Men Tlp Side Dyn. Pore Corr. Tlp Friction SBT Index SBT Fines Cyclic Soil Adjusted Depth Resist., 9 Friction, f,Pressure Depth Resist, q,Ratio Ic aassification Content Stress aassif.Cyclic Resist.CRR/CSR FS for Design (rn)(tsO (tsfl (psi) (ft) (tsf)Rf (%) # (%) Ratio Factor Ratio 1.3 0.05 141.80 0.00 0.96 0.16 141.81 0.00 1.67 Sands: clean to slity 5.54 0.38 1.02 214.44 218.00 1.00 NA NA Above High GWL 0.1 140.10 5.59 0.53 0.33 140.11 3.99 2.15 Sand Mixtures: sitty sand to sandy silt 17.38 0.38 1.55 211.87 329.23 1.00 NA NA Above High GWL 0.15 409.80 4.68 0.65 049 409.81 1.14 1.45 Sands: clean to sitty 2.11 0.38 1.00 619.74 619.74 1.00 NA NA Above High GWL 0.2 367.50 4.69 0.35 066 367.50 1.28 1.51 Sands: clear to silty 3.00 0.38 1.00 555.77 555.77 1.00 NA NA Above High GWL 0.25 245.30 5.48 0.20 0.82 245.30 2.23 1.81 Sands: clean to sitty 8.32 0.38 1.11 370.96 413.06 1.00 NA NA Above High GWL 0.3 166.20 5.50 0.07 0 98 166.20 3.31 2.04 Sands: clean to silty 14.12 0.38 1.36 251.34 341.71 1.00 NA NA Above High GWL 0.35 98.60 5.27 0.36 11S 98.60 5.34 2.34 Sand Mixtures: silty sand to sandly silt 24.04 0.38 2.08 149.11 310.82 1.00 NA NA Above High GWL 0.4 77.40 4.28 0.15 1.31 77.40 5.53 2.41 Sand Mixtures: silty sand to sandy silt 26.91 0.38 2.36 117.05 276.55 1.00 NA NA Above High GWL 0.45 59.80 3.55 0.47 1.48 59.81 5.94 2.50 Sand Mixtures: silty sand to sandy jilt 30.84 0.38 2.79 90.43 25200 1.00 NA NA Above High GWL 0.5 50.80 2.66 -1.32 1.64 50.79 5.24 2.50 Sand Mixtures: silty sand to sandy silt 30.90 0.38 2.79 76.82 214.53 100 NA NA Above High GWL 0.55 45.70 2.27 -1.69 1.80 45.68 4.97 2.52 Sand Mixtures: silty sand to sandy sitt 31.44 0.38 2.85 69.11 197.27 1.00 NA NA Above High GWL 0.6 44.30 2.18 -0.06 1.97 44.30 4.92 2.52 Sandi Mixtures: silty sand to sandy silt 31.70 0.38 2.88 66 99 193.26 1.00 NA NA Above High GWL 0.65 43.40 2.21 0.37 2.13 43.40 509 2.54 Sand Mixtures: silty sand to sandy silt 32.49 0.38 2.98 65 63 195.40 1.00 NA NA Above High GWL 0.7 42.50 2.16 0.37 2.30 42.50 5.08 2.55 Sand MixturesÂ· silly sand to sandy silt 32.74 0.38 301 64.27 193.25 1.00 NA NA Above High GWL 0.75 39.80 2.04 0.22 246 39.80 5.13 2.57 Sandi Mixtures: silty sand to sandy silt 33.75 0 38 313 60.19 188.32 1.00 NA NA Above High GWL 0.8 36.90 1.92 0.29 2.62 36.90 5.20 2.59 Sand Mixtures. s,Ity sand to sandy silt 35.04 0.38 3.29 55.80 183.44 1.00 NA NA Above High GWL 0.85 35.90 1.85 0.21 2.79 35.90 5.15 2.60 Sand Mixtures: s,Ity sand to sandy silt 35.28 0.38 3.32 54.29 180.10 1.00 NA NA Above High GWL 0.9 37.10 1.88 0.02 2.95 37.10 5.07 2.58 Sand Mixtures: silty sand to sandy silt 34.S6 0.38 323 56.11 181.07 1.00 NA NA Above High GWL 0.95 38.70 1.95 0.00 3.12 38.70 5.04 2.57 Sand Mixtures: silty sand to sandy $ilt 33.89 0.38 3.15 58.53 184.07 1.00 NA NA Above High GWL 1 40.60 1.99 -0.02 3.28 40 60 4.90 2.55 Sand Mixtures: silty sand to sandy silt 32.82 0.38 3.02 61.40 185.19 1.00 NA NA Above High GWL 1.05 42.10 2.07 -0.11 3.44 42.10 4.92 2.54 Sand Mixtures: silty sand to sandy silt 32.38 0.38 2.96 63.67 188.77 1.00 NA NA Above High GWL 1.1 42.60 2.12 -0.13 3.61 42.60 4.98 2.54 Sandi Mixtures: silty sand to sandy silt 32.41 0.38 2.97 64.42 191.24 100 NA NA Above High GWL 1.15 44.80 2.26 -0.66 3.77 44.79 5.04 2.53 Sand Mixtures: silty sand to sandy silt 31.96 0.38 2.92 67.75 197.54 100 NA NA Above High GWL 1.2 48.70 2.39 -0.61 3.94 48.69 4.91 2.50 Sand Mixtures: silly sand to sandy silt 30.49 0.38 2.75 73.65 202.30 100 NA NA Above High GWL 1.25 52.20 2.58 -0.38 4.10 52.20 4.94 2.48 Sand Mixtures: silty sand to sandy silt 29.74 0.38 2.66 78.94 210.26 1.00 NA NA Above High GWL Plate C-9 ALBUS-KEEFE & ASSOCIATES, INC.1 of 7 1.3 54.10 2.75 -0.23 4.27 54.10 5.08 2.48 1.35 55.70 2.82 -0.93 4.43 55.69 5.06 2.47 1.4 53.40 2.70 -0.91 4.59 53.39 5.06 2.48 1.45 50.40 2.80 -1.28 4.76 50.39 5.56 2.53 1.5 47.80 2.70 -1.42 4.92 47.78 5.65 2.55 1.55 45.20 2.61 -1.35 5.09 45.19 5.77 2.57 1.6 43.40 2.41 -1.21 5.25 43.39 5.55 2.57 1.65 39.00 2.21 -1.65 5.41 38.98 5.67 2.61 1.7 37.60 2.01 -1.54 5.58 37.58 5.35 2.60 1.75 35.80 1.91 -1.09 5.74 35.79 5.34 2.61 1.8 34.40 1.86 -0.63 5.91 34.39 5.41 2.63 1.85 32.70 1.81 -0.53 6.07 32.69 5.54 2.65 1.9 29.90 1.65 -1.64 6.23 29.88 5.52 2.68 1.95 25.20 1.48 -2.40 6.40 25.17 5.87 2.75 2 22.70 1.30 -2.29 6.56 22.68 5.73 2.62 2.05 21.20 1.19 -1.96 6.73 21.18 5.61 2 65 2.1 23.90 1.13 -1.33 6.89 23.89 4.73 2.70 2.15 27.20 1.29 -1.06 7.05 27.19 4.74 2.66 2.2 30.70 1.56 -1.28 7.22 30.69 5.08 2.64 2.25 42.50 1.81 -1.20 7.38 42.49 4.26 2.50 2.3 58.50 1.96 -1.37 7.55 S8.49 3.35 2.33 2.35 70.30 2.29 -1.08 7.71 70.29 3.26 2.27 2.4 79.70 2.43 -1.29 7.87 79.69 3.05 2.22 2.45 76.20 2.55 -1.49 8.04 76.18 3.35 2.27 2.5 66.50 2.49 -1.28 8.20 66.49 3.74 2.34 2.55 54.50 2.46 -1.78 8.37 54.48 4.St 2.46 2.6 44.50 2.29 -1.75 8.53 44.48 5.15 2.56 2.65 34.70 1.99 -1.43 8 69 34.68 5.73 2.65 2.7 31.00 1.75 -0.96 8.86 30.99 5.65 2.60 2.75 31.70 1.52 -1.24 9.02 31.69 4.79 2.62 2.8 30.80 1.45 -1.07 9.19 30.79 4.71 2.62 2.85 31.70 1.44 -1.02 9.35 31.69 4.54 2.60 2.9 31.40 1.48 -0.91 9.51 31.39 4.71 2.61 2.95 28.40 1.43 -1.63 9.68 28.38 5.04 2.61 3 25.40 1.33 -2.11 9.84 25.38 5.24 2.65 3.05 23.80 1.19 -2.03 10.01 23.78 5.00 2.66 3.1 23.10 1.08 -1.97 10.17 23.08 4.68 2 65 3.15 23.00 1.02 -2.08 10.33 22.98 4.43 264 3.2 22.90 1.00 -1.07 10.50 22.89 4.37 2.64 3.25 23.20 1.05 -0.91 10.66 23.19 4.53 2.65 3.3 24.30 1.15 -1.64 10.83 24.28 4.73 2.65 3.35 25.10 1.27 -2.37 10.99 25.07 S.06 2.67 3.4 25.90 1.35 -3.75 11.15 25.86 5.21 2.67 3.45 27.00 1.38 -3.89 11.32 26.96 5.11 2.6S 3.5 27.70 1.44 -3.80 11.48 27.66 5.20 2.65 3.55 28.30 1.56 -3.75 11.65 2826 5,51 2.67 3.6 1.71 -3.75 11.81 29 46 5.80 2.67 Sandi Mixtures: silty sand to sandy silt 29.73 0.38 2.66 81.81 217.78 1.00 NA NA Above High GWL Sand Mixtures: silty sand to sandy silt 29.32 0.38 2.62 84.23 220.47 1.00 NA NA Above High GWL Sand Mixtures: silty sand to sandy silt 29.81 0.38 2.67 80.76 215.71 1.00 NA NA Above High GWL Sand Mixtures: silty sand to sandy silt 31.96 0.38 2.91 76.22 222.16 1.00 NA NA Above High GWL Sand Mixtures: silly sand to sandy silt 32.89 0.36 3.03 72.29 218.69 1.00 NA NA Above High GWL Sand Mixtures: silty sand to sandy slit 33.98 0.36 3.16 68.36 215.73 1.00 NA NA Above High GWL Sand Mixtures: silly sand to sandy silt 33.90 0.36 3.15 65.63 206.53 1.00 NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 35.70 0.36 aayey 58.98 aayey aayey NA NA Above High GWL Sand Mixtures: silty Ind to sandy 511t 35.28 0.36 3.32 56.86 188.61 1.00 NA NA Above High GWL Sltt Mixtures: clayey silt to $(Ity clay 35.95 0.36 aayey 54.14 aayey aayey NA NA Above High GWL Sit Mixtures: clayey slit to silty Clay 36.75 0.36 aayey 52.02 a.yey a.yey NA NA Above High GWL Silt MixturesÂ· clayey silt to silty Clay 37.89 0.36 a.yey 49.45 aayey aayey NA NA Above High GWL Silt Mixtures: clayey slit to silty clay 39.21 0.36 aayey 45.22 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to :Ilty clay 43.04 0.36 aayey 38.11 a,yey a.yey NA NA Above High GWL Silt Mixtures: clayey Silt to $1Ity clay 3658 0.36 aayey 56.66 aayey aayey NA NA Above High GWL Silt Mixtures: clayey silt to silty clay 37.64 0.36 aayey 51.53 a,yey aayey NA NA Above High GWL Silt Mixtures: clayey R to silty clay 40.30 0.36 aayey 36.14 aayey aiyey NA NA Above High GWL Silt Mixtures: clayey ;ilt to silly clay 38.26 0.36 aayey 41.13 aayey aayey NA NA Above High GWL SIt Mixtures: clayey illt to slity clay 37.49 0.36 aa yey 46.43 aayey aavey NA NA Above High GWL Sand Mixtures: silty $and to sandy silt 30.67 0.36 2.77 62.09 171.82 1.00 NA NA Above High GWL Sand Mixtures: slity $and to sandy silt 23.72 0.36 2.06 84.52 173.74 100 NA NA Above High GWL Sand Mixtures: silty sand to Iandy silt 21.54 0.36 1.87 100.49 187.48 1.00 NA NA Above High GWL Sand Mixtures: $1lty sand to sandy silt 19.63 0.36 1.71 112.73 193.26 1.00 NA NA Above High GWL Sand Mixtures: silty und to sandy silt 21.25 0.36 1.84 106.81 196.71 1.00 2.8 2.8 Non-Liquefiable Sand Mixtures: silly sand to sandy silt 24.12 0.38 2.09 92.76 194.00 1.00 2.6 2.6 Non-Liquefiable Sand Mixtures: silty sand to sandy silt 29.01 0.38 2.58 75.65 195.41 1.00 2.6 2.6 Non-LIquefiable Sand Mixtures: silty sand to sandy silt 3365 0.38 3.12 61.47 191.58 1.00 2.6 2.6 Non-liquefiable Silt Mixtures: clayey silt to silty clay 37.67 0.38 aayey 52.48 aayey aayey Clayey 10.0 aayey 5â€¢lt Mixtures: clayey Iilt to silly clay 35.46 0.38 aayey 60.37 a.yey aayey Clayey 10.0 a,yey kit Mixlures: clayey silt to silty clay 36.14 0.38 aayey 47.94 Clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey Illt tosilty cl@y 36.29 0.40 aayey 46.58 aayey aayey Clayey 10.0 aiyey Sand Mixtures: $119, sand to $andy R 35.31 0.40 3.32 47.94 159.20 0.66 1.7 1.7 Non-Liqueflable Silt Mixtures: clayey silt to $1lty clay 36.03 0.40 aayey 47.49 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to illty Clay 35.60 0.40 aayey 52.65 aayey aayey Silt Mixtures: clayey silt to silty clay 38.09 0.40 aayey 46.54 aayey aayey Silt Mixtures: clayey A to silty clay 38.53 0.40 aayey 43.14 aayey aavey Silt Mixtures: clayey silt to Silly clay 38.09 0.42 aayey 41.4S aayey aayey Silt Mixtures: clayey lilt to silty clay 37.47 0.42 aayey 40.90 aayey aayey Silt Mixtures: clayey silt to silty clay 37.45 0.42 aayey 40.35 aayey aiyey Silt Mixtures: clayey silt to silty clay 37.94 0.42 aayey 40.53 aayey aayey Silt Mixtures: clayey slit to sitty clay 38.04 0.42 aayey 42.13 aayey aayey Silt Mixtures: clayey sllt to sitty clay 38.73 0.42 aayey 43.17 aayey Clayey Silt Mixtures: clayey jilt to sitty clay 388S 0.42 aayey 44.20 aayey aayey Silt Mixtures: clayey silt to Silly Clay 37.99 0.42 aayey 45.73 aayey aayey Silt Mixtures: clayey silt to silly clay 38.00 0.44 aayey 46.55 aayey aayey Silt Mixtures: clayey silt to silty clay 38.76 0.44 aiyey 47.18 aayey aayey Silt Mixtures: clayey silt to sil aayey39.07 0.44 aayey 48.82 aayey ALBUS-KEEFE & ASSOCIATES, INC. Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aavey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aayey Clayey 10.0 aiyey Clayey 10.0 Clayey 2 of 7 31.00 31.90 3170 30.80 29.70 27.20 23.20 19.30 17.00 14.70 13.00 13.00 14.20 15.50 15.10 14.80 14.30 13.60 12.50 10.50 8.70 7.10 6.00 6.30 6.70 6.60 6.60 7.30 8.40 8.60 8.10 7.40 8.30 12.70 16.70 18.90 20.30 21.10 20.40 18.90 17.70 17.70 17.50 16.80 15.80 13.90 11.40 3.65 1.89 -3.68 11.98 30.96 6.10 2.68 Silt MixturesÂ· clayey silt to silty clay 39.27 0.44 aayey 50.94 aayey aiyey Clayey 10.0 aayey 3.7 2.00 -3.52 12.14 31.86 6.27 2.68 Silt Mixtures: clayey silt to silty clay 39.43 0.44 aayey 52.02 aayey aayey Clayey 10.0 aayey 3.75 2.03 -3.44 12.30 31.66 6.40 2.69 Silt Mixtures: clayey silt to silty clay 4002 0.44 aayey 51.27 aayey aayey Clayey 10.0 aayey 3.8 2.01 -2.96 12.47 30.77 6.53 2.71 Silt Mixtures: clayey silt to Silty clay 4094 0.44 aavey 49.37 aayey aayey Clayey 10.0 aayey 3.85 1.94 -2.74 12 63 29.67 6.53 2.72 Silt Mixtures: clayey silt to silty clay 41.68 0.44 aIvey 47.18 aayey aayey Clayey 10.0 aayey 3.9 1.81 -2.83 12.80 27.17 6.65 2.76 Silt Mixtures: clayey silt to silty Clay 43.62 0.44 aayey 42.76 a.yey aiyey Clayey 10.0 aayey 3.95 1.65 -2.54 12.96 23.17 7.11 2.83 Silt Mixtures: clayey silt to silly clay 47.83 0.46 aayey 36.00 aayey aayey Clayey 10.0 aiyey 4 1.44 -3.63 13.12 19.26 7.46 2.91 Sllt Mixtures: clayey silt to silty clay 52.50 0.46 aayey 29.50 aayey a@yey Clayey 10.0 aayey 4.05 1.21 -6.17 13.29 16.93 7.12 2.94 Silt Mixtures: clayey silt to silly clay 54.39 0.46 aim 25.63 aayey aayey Clayey 10.0 aayey 4.1 0.80 -6.76 13.45 14.63 5.44 2.91 Silt Mixtures: clayey silt to silty clay 52.58 0.46 aayey 21.81 aayey a@Yey Clayey 10.0 aayey 4.15 0.72 -6.68 13.62 12.93 5.54 2.96 aaYS SS.92 0.46 aayey 18.98 aayey aayey Clayey 10.0 aayey 4.2 0.63 -5.62 13.78 12.94 4.85 2.93 Silt Mixtures: clayey silt to sitty clay 53.61 0.46 aayey 18.83 Clayey aayey Clayey 10.0 aiyey 4.25 ,0.63 -5.68 13.94 1414 4 44 2.87 Silt Mixtures: clayey silt to sitty clay 50.19 0.46 aayey 20.52 aayey aayey Clayey 10.0 aayey 4.3 0.60 -5.83 14.11 15.44 3.87 2.80 Silt Mixtures: clayey silt to silly clay 46.15 0.46 aavey 22.34 aayey aayey Clayey 10.0 aavey 4.35 ,0.62 -5.82 14.27 15.04 4.11 2.83 Silt Mixtures: clayey silt to silty clay 47.85 0.46 aayey 21.56 aayey aayey Clayey 10.0 aayey 4.4 0.58 -5.77 14.44 14.74 3.92 2.83 Silt Mixtures: clayey silt to silly clay 47.67 046 aayey 20.94 aayey aayey Clayey 10.0 aayey 4.45 0.62 -5.70 14.60 14.24 4.34 2.87 Silt Mixtures: clayey silt to sitty clay 50.31 0.48 aayey 20.03 aayey aayey Clayey 10.0 aayey 4.5 0.63 -5.69 14.76 13.54 4.63 2.91 Silt Mixtures: clayey silt to silty Clay 52.81 0.48 aayey 18.84 aayey aayey Clayey 10.0 aayey 4.55 ,0.62 -5.69 14.93 12.44 4.96 2.97 aays 56.26 0.48 aayey 17.08 aavey aayey Clayey 10.0 aayey 4.6 ,0.56 -5.76 15.09 10.44 533 3.06 aays 62.37 0.48 aayey 14.02 aayey aayey Clayey 10.0 aayey 4.65 0.50 -6.26 15.26 8.63 5.75 3.15 aays 69.54 0.48 aayey 11.30 aayey aayey Clayey 10.0 aayey 4.7 0.43 -6.52 15.42 7.03 6.06 3.26 aays 77.53 0.48 aayey 8 90 aayey aayey Clayey 10.0 aayey 4.75 0.38 -6.49 15.58 5.93 6.33 3.35 aays 85 01 0.48 aayey 7.25 aayey aayey Clayey 10.0 aayey 4.8 0.32 -6.44 15.75 6.23 5.08 3.27 aays 78.48 0.48 aayey 7.62 aayey aayey Clayey 10.0 aayey 4.85 0.27 -6.37 15.91 6.63 4.03 3.18 aays 71.74 0.48 aayey 8.12 aayey aayey Clayey 10.0 aayey 4.9 0.26 -6.31 16.08 6.53 3.94 3.19 aaYS 72.08 0.48 a,yey 7.91 Clayey Ciayey Clayey 10.0 aayey 4.95 0.24 -6.28 16.24 6.53 3.64 3.17 aars 70.77 0.48 aayey 7.84 aiyey aayey Clayey 10.0 a,yey 5 0.25 -6.20 16.40 7.23 3.42 3.11 aays 6647 0.48 aayey 8.75 aayey aayey Clayey 10.0 aayey 5.05 0.27 -6.14 16.57 8.33 3.21 3.04 aays 61.15 0.50 aayey 10.19 a.yey aayey Clayey 10.0 a,Yey 5.1 0.37 -6.14 16.73 8.53 4.30 3.11 aays 66.05 O.So aayey 10.38 aayey aayey Clayey 10.0 a/yey 5.15 0.39 -5.93 16.90 8.04 4.81 3.17 aays 70 42 0.so aayey 9.63 aayey aayey Clayey 10.0 aayey 5.2 0.34 -5.99 17.06 7.34 4.59 3.20 aays 72 73 0.so aayey 8.61 aayey aavey Clayey 10.0 aayey 5.25 0.39 -5.97 17.22 8.24 4.70 3.16 aays 69.59 0.50 aayey 9.75 aayey aIvey Clayey 10.0 a,yey 5.3 0.54 -5.92 17.39 12.64 4.25 2.96 aays -55.69 0.50 aayey 15.53 a,yey aavey Clayey 10.0 aayey 5.35 0.73 -5.99 17.55 16.64 4.37 2.86 Silt Mixtures: clayey silt to silty clay 49.82 0.50 aayey 20.72 aayey aayey Clayey 10.0 aayey 5.4 0.92 -5.95 17.72 18.84 4.87 2.85 Silt Mixtures: clayey silt to silty clay 49.14 0.so aavey 23.47 aavey aayey Clayey 10.0 aayev 5.45 1.01 -5.92 17.88 20.24 4.98 2.84 Silt Mixtures: clayey silt to silly clay 48.15 0.So Clayey 25.15 aayey aavey Clayey 10.0 aayey 5.5 1.10 -5.92 1804 21.04 5.21 2.84 Silt Mixtures: clayey silt to silly clay 48.31 0.50 a.yey 26.02 aayey aavey Clayey 10.0 aayey 5.55 1.18 -5.92 18.21 20.34 5.78 2.88 Silt Mixtures: clayey silt to silty clay 51.05 0.50 aavey 24.94 aayey aiyey Clayey 10.0 aayey 5.6 1.18 -5.97 18.37 18.84 6.24 2.94 Silt Mixtures: clayey silt to silty clay 54.32 0.50 aayey 22.85 aayey aiyey Clayey 10.0 aayey 5.65 1.13 -6.07 18.54 17.63 6.38 2.97 aavs 56.41 0.50 aayey 21.17 aayey aayey Clayey 10.0 aayey 5.7 1.05 4.01 18.70 17.64 5.93 2.95 Silt Mixtures: clayey silt to silly clay SS.12 0.50 aayey 21.03 aayey aayey Clayey 10.0 aayey 5.75 1.01 -5.99 18.86 17.44 5.77 2.95 S,It Mixtures: clayey silt to sitty clay 55.00 0.50 aayey 20.64 aayev aayey Clayey 10.0 aayey 5.8 0.97 -6.02 19.03 16.73 5.77 2.96 aays 56.12 0.52 aayey 19.63 aayey a,yey Clayey 10.0 aayey 5.85 0.95 -6.07 19.19 15.73 6.01 3.00 aays 58.S6 0.52 aayey 18.26 aayey aayey Clayey 10.0 aayey 5.9 0.89 -6.14 19.36 13.83 6.40 3.07 aays 63.29 0.52 aayey 15.78 aayey aayey Clayey 10.0 aayey 5.95 0.73 -6.19 19.52 11.33 6.40 3.15 a@Ys 69.07 0.52 aayey 12.60 aayey aayey Clayey 10.0 aayey Plate C-9 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 9.10 0.69 -6.36 19.69 9.03 7.58 3.29 aays 80.35 0.52 aayey 9.70 a,yey aayey Clayey 10.0 Clayey 6.05 8.20 0.57 -6.14 19.85 8.13 6.95 3.31 aays 82 25 O.S2 aayey 8.53 aayey aayey Clayey 10.0 aayey 6.1 8.30 0.43 -6.07 20.01 8.23 5.18 3.23 aays 75.43 0.52 Clayey 8.59 aayey aayey Clayey 10.0 aayey 6.15 8.10 0.33 -6.04 20.18 8.03 4.07 3.18 aays 71.S4 0.52 Clayey 8.29 Clayey (Jaye,Clayey 10.0 aayey 6.2 8.40 0.28 -5.99 20.34 8.34 3.33 3.12 aays 66.65 0.52 aayey 8.59 aayey aayey Clayey 10.0 aayey 6.25 9.60 0.34 -5.97 20.51 9.S4 3.54 3.07 aays 63.66 0.52 aayey 9.96 aayey aayey Clayey 10.0 a,yey 6.3 13.40 0.44 -5.85 20.67 13.34 3.28 2.92 Sit Mixtures: clayey silt to silty clay 53.05 0.52 aayey 14.39 aayey aayey Clayey 10.0 aayey 6.35 15.50 0.53 -5.80 20.83 15.44 3.42 2.87 Silt Mixtures: clayey silt to silry clay 50.26 0.52 aayey 16.77 aayey aiyey Clayey 10.0 aayey 6.4 16.60 0.66 -5.67 21.00 16.54 3.98 2.89 Silt Mixtures: clayey silt to silty clay 51.31 0.52 aavey 17.96 aayey aayey Clayey 10.0 aayey 6.45 16.30 0.68 -5.62 21.16 16.24 4.17 2.91 Silt Mixtures: clayey silt to silty clay 52.72 0.52 aayey 17.50 aayey aayey Clayey 10.0 Clayey 6.5 15.30 0.67 -5.53 21.33 15.24 4.38 2.95 aays 55.30 0.52 aayey 16.23 a,yey aayey Clayey 10.0 aayey 6.55 14.00 0.69 -5.49 21.49 13.94 4.93 3.02 aays 59.97 0.52 aayey 14.64 aaye,aayey Clayey 10.0 aayey 6.6 10.80 0.59 -5.90 21.65 10.74 5.46 3.16 aays 69.78 0.52 aayey 10.88 aayey aayey Clayey 10.0 aayey 6.65 9.00 0.47 -6.14 21.82 8.93 5.22 3.23 aaYS 75.11 0.52 aiyey 8.76 aayey aavey Clayey 10.0 aayey 6.7 7.40 0.34 -6.14 21.98 7.33 4.S9 3.29 aays 79.90 0.52 a.yey 6.89 Clayey aavey Clayey 10.0 aayey 6.75 5.70 0.24 -6.14 22.15 5.63 4.21 3.40 aâ€¢Ys 89.63 0.52 aayey 4.93 aayey aayey Clayey 10.0 aayey 6.8 5.00 0.20 -6.07 22.31 4.93 4.00 3.46 aa'A 95.44 0.54 aiyey 4.10 aayey aayey Clayey 10.0 a,yey 6.85 7.80 0.21 -5.94 22.47 7.74 2.69 3.14 aays 68.07 0.54 aayey 7.19 aayey aayey Clayey 10.0 aayey aays 61.58 0.54 aayey 9.36 aavey aayey Clayey 10.0 aayey aays 56.57 0.54 aayey 13.50 aayeY aayey Clayey 10.0 aiyey Silt Mbrtures: clayey silt to silty clay 49.27 0.54 aayey 20.11 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 47.58 0.54 aayey 25.35 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 46.47 0.54 aayey 29.01 aayey aavey Clayey 10.0 aayey 1 Sllt MI#ures: clayey $ilt to silty clay 46.32 0.54 aavey 30.58 aayey aavey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 49.39 0.54 aayey 29.12 aayey aayey Clayey 10.0 aayey 1 SiU Mixtures: clayey silt to silly clay 52.42 0.54 aayey 26.51 aayey aayey Clayey 10.0 aayey O.YS 58.60 0.54 a.yey 21.78 aayey aayey Clayey 10.0 aayey a 62.36 0.54 aayey 17.75 aayey aayey Clayey 10.0 aayey aays 6S.80 O.S4 Clayey 14.80 aayey 0/yey Clayey 10.0 aayey l aays 65.75 0.54 aayey 14.30 aayey aayey Clayey 10.0 aayey aays 5646 0 S4 aayey 18.18 a.yey a,yey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 48.40 0 54 aayey 23.79 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 46.08 0.54 aayey 26.15 aayey aiyey Clayey 10.0 aayey 1 Mixtures: clayey silt to slity clay 48.58 O.S4 aayey 25.19 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty Clay 4794 0.54 aayey 25.57 Clayey aayey Clayey 10.0 aayey 1 Silt Mixture: clayey silt to zilty clay 50.34 0.54 aayey 25.03 aayey Clayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 51.35 0.54 aayey 24.80 a,yey aayey Clayey 10.0 Clayey Silt Mb,tures: clayeysilt to silty clay 5083 0.54 aayey 24.67 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 5167 0.54 aayey 22.83 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 52.73 0.54 aayey 20.82 Clayey aayey Clayey 10.0 Ciayey aaYS 55.57 0.54 aavey 18.42 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 53.61 0.54 aayey 18.43 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 47.98 0.54 aiyey 19.02 aayey aayey Clayey 10.0 aavey aavs 60.10 0.54 aiyey 12.65 aayey aavey Clayey 10.0 aayey aays 56.58 0.56 aayey 11.99 aayey a.yey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 52.18 0.56 aayey 13.00 aayey aayey Clayey 10.0 aayey Silt Mixtures: dayey silt to sil aayey 6.9 9.80 0.28 -5.85 22.64 9.74 2.86 3.05 ;.95 13.60 0.50 -5.74 22.80 13.S4 3.68 2.97 7 19.70 0.80 -5.08 22.97 19.65 4.06 2.86 '.05 24.60 1.19 -5.01 23.13 24.55 4.84 2.83 7.1 28.10 1.48 -4.95 23.29 28.05 5.27 2.81 '.15 29.70 1.64 -4.95 23.46 29.65 5.52 2.81 7.2 28.5 1.77 -5.02 23,62 28.45 6.21 2.86 '.25 26.2 1.73 -5.06 23 79 26.15 6.60 2.91 7.3 21.9 1.6 -5.33 23.95 21.84 7.31 3.00 '.35 18.2 1.27 -5.48 24.it 18.14 6.98 3.06 7.4 15.5 1.03 -5.54 24.28 15.44 6.6S 3.10 '.45 15.1 0.96 -5.54 24.44 15.04 6.36 3.10 7.5 18.9 1.01 -5.43 24.61 18.84 5.34 2.97 '.55 24.4 1.15 -5.4 24.77 24.34 4.71 2.84 7.6 26.8 1.23 -5.37 24.93 26.74 4.59 2.80 '.65 26 1.32 -5.25 25.10 25.94 5.08 2.84 7.7 26.5 1.32 -5.25 25.26 26.44 4.98 283 '.75 26.1 1.45 -5.25 25.43 26.04 5.56 2.87 7.8 26 1.51 -5.25 25.59 25.94 5.81 2.89 '.85 26 1.46 -5.18 25.75 25.94 5.62 2.88 7.9 24.3 1.31 -5.17 25.92 24.24 5.39 2.89 '.95 22.4 1.15 -5.17 26.08 22.34 5.13 2.91 8 20.1 1.04 -5.22 2625 20.04 5.17 2.96 3.05 20.2 0.94 -5.27 26.41 20.14 4.65 2.93 8.1 20.9 0.73 -5.45 26.57 20.84 3.49 2.83 3.15 14.5 0.59 -5.53 26.74 14.44 4.07 3.02 8.2 13.9 0.43 -5.47 26.90 13.84 3.09 2.97 3.25 15 0.4 -5.43 27.07 14.94 2.67 2.90 8.3 0.41 -5.34 27.23 16.04 2.SS 2 86 49.74 0.56 aayey 13.99 ALBUS-KEEFE & ASSOCIATES, INC. a ayey Clayey 10.0 Clayey 4 of 7 17.2 19 20.6 21.5 22.1 24.4 27.9 30.4 30.3 32.9 29.2 28.1 24.8 24.1 24.2 22.7 19.8 17.4 16.9 18.5 36.9 38.8 36.1 30 23.7 21.5 50.6 105.1 76.4 75.4 95.8 100.7 88.1 75.4 100.9 152.9 146.6 119.5 85.5 59.3 48.8 55.6 52.3 57.4 78.4 101.7 105.8 8.35 0.47 -5.25 27.40 17.14 2.73 2.86 Silt Mixtures: clayey silt to silty clay 49.28 0.56 aayey 14.98 Clayey aayey Clayey 10.0 aayey 8.4 0.56 -5.23 27.56 18.94 2.95 2.84 S,lt Mixtures: clayey silt to sitty clay 48.16 0.56 a,yey 16.63 aayey aayey Clayey 10.0 Clayey 8.45 0.64 -5.17 27.72 20.54 3.11 2.82 Silt Mixtures: clayey silt to silty clay 47.20 0.56 aayey 1807 a,yey a.yey Clayey 10.0 aayey 8.5 0.66 -5.17 27.89 21.44 3.07 2.80 Silt Mixtures: clayey silt to silty clay 46.14 0.56 aayey 18.83 aayey aayey Clayey 10.0 a,yey 8.55 0.7 -5.1 28.05 22.04 3.17 2.80 Silt Mixtures: clayey silt to silty clay 46.11 O.S6 aayey 19.31 aayey aayey Clayey 10.0 aayey 8.6 0.76 -5.03 28.22 24.35 3.11 2.76 SiU Mixtures: clayey silt to silty clay 43.78 0.56 aayey 21.38 aayey aayey Clayey 10.0 aayey 8.65 0.78 -5.02 28.38 27.8S 2.80 2.68 Silt Mixtures: clavey silt to silty clay 39.52 0.56 aayey 24.55 a.yey a.yey Clayey 10.0 aayey 8.7 0.94 -4.95 28.54 30.35 3.09 2.68 Silt Mixtures: dave, silt to silty clay 3941 0.56 aayey 26.77 aayey aayey Clayey 10.0 aayey 8.75 1.19 -4.93 28 71 30.25 3.93 2.75 Silt Mixtures: clayey silt to silty clay 43.24 0.56 aayey 26.55 aayey aayey Clayey 10.0 aayey 8.8 1.36 -4.75 28.87 32.85 4.13 2 74 Sit Mixtures: clayey silt to silty clay 42.54 0.56 aayey 28.83 aayey aayey Clayey 10.0 a.yey 8.85 1.37 -5.02 29 04 29.15 4.69 2.82 Silt Mixtures: clayey silt to silty clay 47.15 0.56 aayey 25.29 aayey aayey Clayey 10.0 aayey 8.9 1.16 -5.02 29.20 28.05 4.13 2.80 Silt Mixtures: clayey silt to silty clay 45.88 0.56 aayey 24.16 a,yey aayey Clayey 10.0 aayey 8.95 1.04 -4.95 29.36 24.75 4.19 2.85 Silt Mixtures: clayey silt to silry clay 48.95 0.56 aayey 21.03 aayey a.yey Clayey 10.0 aayey 9 1 -4.95 29.53 24.05 4.15 2.86 Silt Mixtures: clayey silt to silty Clay 49.52 0.56 aayey 20.30 aayey (3@yey Clayey 10.0 aavey 9.05 1.13 -4.95 29.69 24.15 4.67 2.89 Silt Mixtures: clayey silt to silty clay 51.60 0.56 Clayey 20.29 aayey aayey Clayey 10.0 aayey 9.1 1.3 -5.02 29.86 22.65 5.73 2.98 aays 57.05 0.56 aayey 18.85 a,yey aayey Clayey 10.0 aayey 9.15 1.2 -5.1 30 02 19.74 6.06 3.05 aays 61.81 0.56 aavey 16.15 aayey aavey Clayey 10.0 aayey 9.2 0.96 -5.13 30.18 17.34 5.52 3.07 aays 63.59 0.56 aayey 13.93 aayey aayey Clayey 10.0 aayey 9.25 0.76 -5.06 30.35 16.85 4.50 3.03 aays 60.54 0.56 aayey 1342 a.yey aayey Clayey 10.0 aayey 9.3 0.99 -5.02 30.51 18.45 5.35 3.04 aays 61.51 0.56 aayey 14.77 aayey aayey Clayey 10.0 aayey 9.35 1.36 -4.96 30.68 36.85 3.69 268 Silt Mixtures: clayey silt to Silty clay 39.47 0.56 aayey 30.94 aayey aayey Clayey 10.0 aayey 9.4 1.74 -5.3 30.84 38.74 4.48 2.72 Silt Mixtures: cl@yey silt to silty clay 41.73 O.S6 aayey 32.47 aayey a.yey Clayey 10.0 aayey 9.45 1.95 -6.07 31.00 36.03 540 2.81 Silt Mixtures: clayey silt to silty clay 46.36 0.56 aayey 29.97 aayey aayey Clayey 10.0 aayey 9.5 1.75 -6.47 31.17 29.93 5.83 2.90 Silt Mixtures: clayey silt to silty clay 51.72 0.56 aayey 24.52 aayey aayey Clayey 10.0 aayey 9.55 1.22 -6.52 31.33 23.63 5.15 2.95 Silt Mixtures: clayey silt to silty clay 54.92 O.S6 aayey 18.94 aayey aayey Clayey 10.0 aayey 9.6 1.07 -6.46 31.50 21.43 4.98 2.97 aays 56.81 0.56 aayey 16.95 Clayey Clayey Clayey 10.0 aayey 9.65 3.41 -6.18 3166 SO.53 6.74 2.77 Silt Mixtures: clayey silt to silty clay 44.34 0.56 a.yey 41.93 aâ€¢yey aayey Clayey 10.0 Clayey 9.7 4.21 -5.85 31 82 105.04 4.01 2.36 Sand Mixtures. filry sand to sandy sllt 24.92 0.56 2.17 94.62 205.07 1.00 1.8 1.8 Non-Liquefiable 9.75 4.84 -6.24 31.99 76.33 6.34 2.63 Silt Mixtures: clayey silt to silty clay 36 77 0.56 aavey 63.61 (Jayey aayey Clayey 10.0 aayey 9.8 4.82 -6.8 32.15 75.33 6.39 2.64 kit MixturesÂ· clayey silt to Silty clay 37.17 0.56 aayey 62.50 aayey Clayey Clayey 10.0 aayey 9.85 4.97 -6.54 32.32 95.73 5.19 2.48 Sand Mixtures: silty sand to sandy silt 29 71 0.56 2.66 85.73 228.02 1.00 1.8 1.8 Non-Liquefiable 9.9 4.74 -6.39 32.48 100.63 4.71 2.43 Sand Mixtures: silty sand to sandy silt 27.72 0.56 2.45 89.93 220.02 1.00 1.8 1.8 Non-Liquefiable 9.95 4.22 -6.66 32.64 88.03 4.79 2.48 Sand Mixtures: silly sand to sandy silt 29.61 0.56 2.65 78.52 207.98 1.00 1.8 1.8 Non-liqueflable 10 4.49 -6.66 32.81 75.33 5.95 2.62 Silt Mixtures: clayey silt to silly clay 36.23 0.56 aayey 61.48 a.yey aavey Clayey 10.0 aayey 10.05 5.1 -6.39 32.97 100.83 5.05 2.46 Sand Mixtures: silty sand to sandy $ilt 28.80 0.56 2.56 89.58 229.40 1.00 1.8 1.8 Non-Uqueflable 10.1 5.93 -6.26 33.14 152.83 3.88 2.25 Sand Mixtures: silty sand to sandy silt 20.87 0.56 1.81 135.48 245.32 1.00 1.8 1.8 Non-liquefiable 10.15 5.45 -6.92 33.30 146.53 3.72 2.25 Sand Mixtures: silty sand to sandy silt 20.76 0.56 1.80 129.64 233.62 1.00 1.8 1.8 Non-Liqueflable 10.2 5.22 -7.76 33.46 119.42 4.37 2.36 Sandi Mixtures: silty sand to sandy silt 24.91 0.56 2.17 105.47 228.44 1.00 1.8 1.8 Non-Liquefiable 10.25 4.76 -8.41 33.63 85.41 5.57 2.54 Sand Mixtures: silty sand to sandy silt 32.42 0.56 2.97 75.31 223.64 1.00 1.8 1.8 Non-Liquefiable 10.3 3.55 -8.61 33.79 59.21 5.99 2.70 Silt Mixtures: clayey silt to silly clay 40.43 0.56 Clayey 46.84 aayey aayey Clayey 10.0 aayey 10.35 2.6 -8.33 33.96 48.71 S.33 2.73 Silt Mixtures: clayey silt to silty clay 4184 0.56 aayey 38.09 aayey aayey Clayey 10.0 aiyey 10.4 2.35 -8.23 34.12 55.51 4.23 2.61 Silt Mixtures: clayey Bilt to silty clay 35.96 0.56 aayey 43.46 aayey aayey Clayey 10.0 aayey 10.45 2.38 -8.12 34.28 52.21 4.55 2.66 Silt Mixtures: clayey silt to silty clay 38.19 0.56 aayey 40 62 aayey aayey Clayey 10.0 aayey 10.5 3.04 -7.94 34.45 57.31 5.30 2.68 SIt Mixtures: clayey silt to silly clay 39.16 0.56 aayey 44.56 aayey aayey Clayey 10.0 aayey 10.55 4.83 -7.81 34.61 78.32 6.16 2.63 Silt Mixtures: cl@yey silt to silty Clay 36.85 0.56 aayey 61.23 aayey a,yey Clayey 10.0 aayey 10.6 6.36 -7.65 34.78 101.62 6.25 2.53 Sand Mixtures: silty sand to sandy silt 32.24 0.56 2.95 88.39 260.56 1.00 1.8 1.8 Non-liquefiable 10.65 7.08 -7.7 34.94 105.72 6.69 2.55 Sand Mixtures: silty sand to sandy silt 32.87 0.56 3.02 91.78 277.41 100 1.8 1.8 Non-Uquefiable Plate C-9 ALBUS-KEEFE & ASSOCIATES, INC.5 of 7 10.7 110.9 7.1 10.75 122.3 7.12 10.8 125.2 7.24 10.85 132.8 7.14 10.9 140.1 6.56 10.95 147.7 5.89 11 141.1 5.42 11.05 133.5 5.23 11.1 149.2 5.31 11.15 172.3 5.11 11.2 188.7 4.61 11.25 213.6 4.48 11.3 254.1 4.95 11.35 280.1 7.05 11.4 317.7 7.41 11.45 287.7 8.28 11.5 139.9 7.43 11.55 95.5 5.63 11.6 87.7 4.8 11.65 76.1 3.89 11.7 52.2 2.1 11.75 42.2 1.91 11.8 51.3 2.68 11.85 94.1 3.82 11.9 80.5 4.1 11.95 71.1 3.89 12 58 3.94 12.05 104.8 3.9 12.1 159.1 3.85 12.15 167.6 3.57 12.2 159.8 3.71 12.25 174.3 3.58 12.3 167.6 3.69 12.35 137 3.16 12.4 103.4 2.99 12.45 89.4 2.87 12.5 85.1 3.28 12.55 93.6 3.72 12.6 77.6 3.48 12.65 63.8 3.21 12.7 52.2 2.76 12.75 114.6 2.58 12.8 173.5 3 12.85 213.8 3.26 12.9 249.1 3.58 12.95 260.5 3.48 13 3.53 -7.79 35.10 110.82 6.40 2.52 Sand Mixtures: silty sand to sandy silt 31.61 0.56 2.87 96.03 275.99 1.00 1.8 1.8 Non-Liquefiable -7.82 35.27 122.22 5.82 2.46 Sand Mixtures: silty sand to sandy silt 29.01 0.56 2.58 105.70 273.07 1.00 1.8 1.8 Non-liquefiable -7.92 35.43 12511 5.78 2.45 Sand Mixtures: silly sand to sandy silt 28.67 0.56 2.55 108.01 275.04 1.00 1.8 1.8 Non-Liquefiable -7.88 35.60 132.71 5.38 2.41 Sand Mixtures: silty sand to sandy silt 26.97 0.56 2.37 114.35 270.82 1.00 1.8 1.8 Non-Liquefiable -7.84 35.76 140.02 4.68 2.35 Sand Mixtures: silt, sand to sandy silt 24.48 0.56 2.13 120.41 255.88 1.00 1.8 1.8 Non-Liquefiable -8.01 35.93 147.61 3.99 2.28 Sand Mixtures: silly sand to sandy silt 21.86 O.S6 1.89 126.71 239.78 1.00 1.8 1.8 Non-LIquefiable -8.35 36.09 141.01 3.84 2.28 Sand Mixtures: silly sand to sandy silt 21.85 0.56 1.89 120.83 228.55 1.00 1.8 1.8 Non-liqueflable -8.6 36.25 133.41 3.92 2.30 Sand Mixtures: silty sand to sandy silt 22.67 0.56 1.96 114.11 223.86 1.00 1.8 1.8 Non-Liqueflable -8.57 36.42 149.11 3.56 2.24 Sand Mixtures: stir, sand to sandy silt 20.41 0.56 1.77 127.30 225.88 1.00 1.8 1.8 Non-liquefiable -8.6 36.58 172.21 2.97 2.14 Sandi Mixtures: silty sand to Iandy silt 17.06 0.54 1.53 146 74 22491 1.00 1.9 1.9 Non-liquefiable -8.69 36.75 188.61 2.44 2.05 Sands: clean to sitty 14.33 0.54 1.37 160.42 219.88 1.00 1.9 1.9 Non-liquefiable -8.79 36.91 213.51 2.10 1.96 Sands: clean to silty 12.01 0.54 1.26 181.26 227.69 1.00 1.9 1.9 Non-liquefiable -8.88 37.07 254.00 1.95 1.89 Sands: clean to silly 1022 0.54 1.18 215.24 254.48 1.00 1.9 1.9 Non-Uquefiable -8.91 37.24 280.00 2.52 1.96 Sands: clean to silty 11.87 0.54 1.25 236.84 296.11 1.00 1.9 1.9 NonÂ·Uquefiable -8.91 37.40 317.60 2.33 1.90 Sands: clean to siltY 10.43 0.54 1.19 268.15 319.18 1.00 1.9 1.9 Non-Uquefiable -8.84 37.57 287.60 2.88 2.00 Sands: clean to silly 13.01 0.54 1.30 242.40 315.84 1.00 1.9 1.9 Non-Liqueflable -8.93 37.73 139.80 5.31 2.40 Sand Mixtures: silty sand to sandy silt 26.49 0.54 2.32 117.66 273.03 1.00 1.9 1.9 Non-liqueflable -9.3 37.89 95.40 5.90 2.54 Sandi Mixtures: silty sand to sandy sllt 32.54 0.54 2.98 80.18 239.23 1.00 1.9 1.9 Non-Liquefiable -9.36 38.06 87.60 5.47 2.54 Sand Mixtures: silty sand to sandy silt 32.50 0.54 2.98 73.50 218.96 1.00 1.9 1.9 Non-LIquefiable -9.46 38.22 76.00 5.11 2.60 Silt Mixtures: clayey slit to silty Clay 35.47 0.54 aayey 54.66 a@yey aayey Clayey 10.0 aayey -9.49 38.39 52.10 4.02 2.6S Silt Mixtures: cl@yey silt to silly clay 37.88 0.54 aayey 36.82 aayey aayey Clayey 10.0 aayey -9.35 38.55 42.10 4.53 2.76 Silt Mixtures: clayey $ilt to silly clay 43.76 0.54 aayey 29.33 aayey aayey Clayey 10.0 aayey -9.28 38.71 51.20 5.22 2.74 Silt Mixtures: clayey silt to silly clay 42.55 0.54 aayey 35.89 aayey aayey Clayey 10.0 aavey -9.14 38.88 9400 406 2.42 Sand Mixtures: silty sand to Iandy $ilt 27.35 0.54 2.41 78.18 188.24 100 1.9 1.9 Non-liquefiable -9.27 39.04 80.40 5.09 2.54 Sand Mixtures. silty sand to sandy $ilt 32.67 0.54 3.00 66.77 200.25 1.00 1.9 1.9 Non-Liquefiable -9.28 39.21 71.00 5.47 2.65 Silt Mixtures: clayey silt to stir, Clay 37.95 0.54 aayey 49.86 aayey aayey Clayey 10.0 aayey -9.43 39.37 57.90 6.79 2.79 Silt Mixtures: clayey silt to litty clay 45.23 0.54 aayey 40.22 aayey aayey Clayey 10.0 a.yey -9.36 39.53 104.70 3.72 2 36 Sand Mixtures: silty sandi to sandy,ilt 25.00 0.54 2.17 86.48 188.06 1.00 1.9 1.9 Non-Liquefiable -9.53 39.70 159.00 2.42 2.10 Sand Mixtures: silly sand to sandy silt 15.90 0.54 1.46 131.06 191.37 1.00 1.9 1.9 Non-Liquefiable -9.66 39.86 167.50 2.13 2.05 Sands: clean to silly 14 24 0.54 1.37 137.83 188.20 1.00 1.9 1.9 Non-Liquefiable -9.77 40.03 159.69 2.32 2.09 Sand Mixtures: silty sand to sandy silt 15.48 0.54 1.44 131.19 188.28 1.00 1.9 1.9 Non-liqueflable -9.81 40.19 174.19 2.05 2.02 Sands: clear to silly 13.61 0.54 1.33 142.85 190.39 1.00 1.9 1.9 Non-liqueflable -9.97 40.35 167.49 2.20 2.06 Sand Mixtures: silty sand to sandy silt 14.59 0.54 1.38 137.13 189.90 1.00 1.9 1.9 Non-liquefiable -10.05 40.52 136.89 2.31 2.13 Sand Mixtures: silty sand to sandy silt 16.83 0.54 1.52 111.91 169.87 1.00 1.9 1.9 Non-Liquefiable -10.06 40.68 103.29 2.89 2.29 Sand Mixtures: silty sand to sandy silt 22.16 0.54 1.92 84.32 161.72 100 1.9 1.9 Non-liquefiable -10.03 40.85 89.29 3.21 2.37 Sand Mixtures: silly sand to sandy silt 25.13 0.54 2.19 72.78 1S9.19 0.66 1.2 1.2 Uquefiable -9.92 41.01 84.99 3.85 2.44 Sand Mixtures. silty sand to sandy silt 28.17 O.S4 2.49 69.17 172.47 1.00 1.9 1.9 Non-Liqueliable -9.33 41.17 93.50 3.97 2.42 Sand Mixtures: silty sand to sandy sitt 27.42 O.S4 2.42 75.95 183.46 1.00 1.9 1.9 Non-liqueliable -9.6 41.34 77.50 4.48 2.S2 Sand Mixtures: sitty sand to sandy silt 31.59 0.54 2.87 62.87 180.54 1.00 1.9 1.9 Non-Liquefiable -9.74 41.50 63.69 5.03 2.67 Silt Mixtures: clayey silt to silty clay 39.12 O.S4 aayey 42.43 aayey aayey Clayey 10.0 aayey -9.74 41.67 52.09 5.29 2.76 Silt Mixtures: clayey silt to silty clay 43.S8 O.S4 aayey 34.29 aayey Clayey Clayey 10.0 aayey -9.59 41.83 114.SO 2.25 2.18 Sand Mixtures: silty sand to sandy silt 18.43 0.54 1.63 92.39 150.26 0.57 1.1 1.1 Liquefiable -9.74 41.99 173.39 1.73 1.97 Sands: clean to silty 1.9 Non-LIquefiable -9.65 42.16 213.70 1.52 1.87 Sands: clean to silty 1.9 Non-Liquefiable -9.47 42.32 249.00 1.44 1.81 Sands: clean to silty 1.9 Non-liquefiable -9.42 42.49 260.40 1.34 1.77 Sands: clean to silty 1.9 Non-Uquefiable -9.36 42.65 260.70 1.35 178 Sands: clean to silty -Liquefiable 12.27 0.54 1.27 139.64 177.11 1.00 1.9 9.76 0.54 1.16 171.80 200.07 1.00 1.9 8.34 0.54 1. 11 199.85 222.67 100 1.9 7.57 0.54 1.09 208.66 227.02 1.00 1.9 0.54 1.09 208.56 227.57 1.00 1.9 1.9 te C-9 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 254.4 246.5 243.2 252.5 259.8 251.2 220.4 165.5 87.5 50 36.4 29.7 26.3 24.7 26.4 28.2 26 26 25.6 27.1 30.5 38 34.1 32.8 28.3 27.3 30.5 27.9 23.2 21.8 21.9 25 28.1 35.4 39 26.9 21.7 23.1 23 21.1 20.3 19.8 18.7 19.5 22.7 13.05 3.54 -9.36 42.81 254.30 1.39 1.79 Sands: clean to silty 801 0.54 1.10 203.12 224.05 1.00 1.9 1.9 Non-Liquefiable 13.1 3.45 -9.24 42.98 246.40 1.40 1.81 Sands: clean to silty 8.26 0.54 1.11 196.SO 218.37 1.00 1.9 1.9 Non-Liquefiable 13.15 3.34 -9.15 43.14 243.10 1.37 1.80 Sands: clean to siltv 8.22 0.S4 1. 11 193.56 214.84 1.00 1.9 1.9 Non-Liqueflable 13.2 3.22 -9.06 43.31 252.40 1.28 1.77 Sands: clean to silly 7 49 0.54 1.09 200.65 217.75 1.00 1.9 1.9 Non-Liquefiable 13.25 3.35 -8.88 43.47 259.70 1.29 1.77 Sands: clear to silty 7.41 0.54 1.08 206.12 223.10 1.00 1.9 1.9 Non-Liquefiable 13.3 2.5 -8.83 43.64 251.10 1.00 1.69 Sands: clean to silly 5.99 0.54 1.03 198.99 205.57 1.00 1.9 1.9 Non-liquefiable 13.35 2.15 -8.71 43.80 220.31 0.98 1.73 Sands: clean to silty 6.64 0.52 1.06 174.31 184.15 1.00 1.9 1.9 Non-Liquefiable 13.4 2.47 -8.28 43.96 165.41 1.49 1.95 Sands: clean to silty 11.59 0.52 1 24 130.69 161.76 1.00 1.9 1.9 Non-Uquefiable 13.45 2.36 -8.23 44.13 87.41 2.70 2 33 Sand Mixtures: silly sand to sandy silt 23.66 0.52 2.05 68.99 141.43 0.50 1.0 1.0 Liquefiable 13.5 1.77 -7.99 44.29 49.91 3.54 2.67 Sit Mixtures: clayey silt to silty clay 38.86 0.52 aayey 31.04 aayey aiyey Clayey 10.0 aayey 13.55 1.2 -7.65 44.46 36.32 3.30 2.77 Silt Mixtures: clayey silt to silty clay 44.15 0.52 aavey 22.05 aayey aayey Clayey 10.0 aayey 13.6 0.64 -7.36 44.62 29.62 2.15 2.74 Silt Mixtures: clayey silt to silty clay 42.44 0.52 aayey 17.61 aayey aa yey Ciayey 10.0 aayey 13.65 0.42 -7.12 4478 26.22 1.60 2.72 Silt Mixtures: clayey silt to silly clay 41.33 0.52 aayey 15.34 aayey aayey Clayey 10.0 a,yey 13.7 0.44 -6.89 44.95 24.63 1.78 2.77 Silt Mixtures: clayey silt to silty clay 44.34 0.52 aayey 14.25 aayey aayey Clayey 10.0 aayey 13.75 0.45 -6.82 45.11 26.33 1.70 2.73 Sitt Mixtures: clayey silt to silty clay 42.23 0.52 aayey 15.30 aayey aayey Clayey 10.0 aayey 13.8 0.42 43.73 45.28 28.13 1.49 2.67 Silt Mixtures: clayey silt to silly clay 39.09 0.52 aayey 16.40 aayey aavey Clayey 10.0 aayey 13.85 0.45 -6.59 45Â·44 25.93 1.73 2.75 Silt Mixtures: clayey silt to silly clay 42.94 0.52 aayey 14.94 aayey aayey Clayey 10.0 aayey 13.9 0.52 -6.47 45.60 25.93 2.00 2.78 Silt Mixtures: clayey silt to silly clay 44.97 0.52 aayey 14.88 aayey aayey Clayey 10.0 aayey 13.95 0.53 -6.35 45.77 25.53 2.07 2.80 Silt Mixtures: clayey silt to silty Clay 45.91 0.52 aayey 14.58 a,yey aayey Clayey 10.0 aayey 14 0.73 -6.29 45.93 27.03 2.69 2.84 Silt Mixtures: clayey Bilt to silty clay 48.48 0.52 aayey 15.48 aiyey a.yey Clayey 10.0 aayey 14.05 1.43 -6.21 46.10 30.43 4.69 2.95 Silt Mixtures: clayey silt to silly clay S4.97 0.52 aayey 17.58 aayey aayey Clayey 10.0 aayey 14.1 1.82 -6.09 46.26 37.93 4.79 2.87 Silt Mixtures: clayey silt to silty clay 50.20 0.52 aayey 22.27 aayey aayey Clayey 10.0 aayey 14.15 1.74 -6.14 46.42 34.03 5.10 2.93 Silt Mixtures: clayey silt to sitty clay 53.95 0.52 aayey 19.74 aayey aayey Clayey 10.0 aayey 14.2 1.43 -6.11 46.59 32.73 4.36 2.90 Silt Mixtures: clayey silt to silty clay 52.09 0.52 aayey 18.86 Clayey aayey Clayey 10.0 aayey 14.25 1.16 -6.06 46.75 28.23 4.10 2.94 Silt Mirtures: clayey silt to silty clay 54.76 0.52 aayey 15.97 aayey aayey Clayey 10.0 aayey 14.3 1.3 -5.95 46.92 27.24 4.76 3.00 aays 58.56 0.52 a.yey 15.30 aayey aayey Clayey 10.0 aayey 14.35 1.2 -5.85 47.08 30.44 3.93 2.90 Sitt Mixtures: elam silt to $ilty clay 52.29 0.52 aayey 17.24 a.yey a@Yey Clayey 10.0 aayey 14.4 1.08 -5.4 47.24 27.84 3.87 2.94 Sitt Mixtures: clayey silt to silty clay 54.35 0.52 aayey 15.57 Clayey aayey Clayey 10.0 aayey 14.45 0.92 -5.37 47.41 23.14 3.97 3.02 aays 59.96 0.52 aayey 12.60 Clayey aayey Clayey 10.0 aayey 14.5 0.77 -5.32 47.57 21.74 3.53 3.02 aays 59.77 0.52 aayey 11.70 aayey aayey Clayey 10.0 aayey 14.55 0.87 -5.32 47.74 21.84 3.97 3.05 aays 61.88 0.52 aayey 11.72 aayey aayey Clayey 10.0 aayey 14.6 1.13 -5.38 47.90 24.94 4.52 3.03 aars 6031 0.52 aayey 13.58 aayey aayey Clayey 10.0 aayey 14.65 1.55 -5.48 48.06 28.04 5.52 3.04 aaYS 61.20 0.52 aayey 15.43 aayey aayey Clayey 10.0 aayey 14.7 2.11 -5.58 48.23 3S.34 5.96 2.97 aaYS S6.81 0.52 aayey 19.84 Clayey 10.0 aayeyaayeyaayey 14.75 2.1 -5.82 48.39 38.94 5.38 2.91 Silt Mixtures: clayey silt to silly clay 52.63 0.52 aayey 21.97 aayey aiyey Clayey 10.0 aayey 14.8 1.72 -6.35 48.56 26.83 6.39 3.10 aays 65.71 0.52 aayey 14.55 aayey aiyey Clayey 10.0 aayey 14.85 1.13 -6.29 48.72 21.63 5.21 3.13 aays 68.05 0.52 aayey 11.36 a.yey aavey Clayey 10.0 aayey 14.9 0.79 -6.22 48.88 23.03 3.42 3.00 aays 58.20 0.52 aayey 12.17 aayey aavey Clayey 10.0 aavey 14.95 0.76 -6.22 49.05 22.93 3.30 2.99 aays 57.80 0.52 aayey 12.07 aayey aavey Clayey 10.0 aayey 15 0.71 43.14 49.21 21.03 3.36 3.03 aays 60.80 0.52 aayey 10.89 aayey aavey Clayey 10.0 aayey 15.05 0.6 -6.09 49.38 20.23 2.96 3.02 aays 59.81 0.52 aayey 10.37 aayey aiyey Clayey 10.0 aayey 15.1 0.59 -5.99 49.54 19.74 2.98 3.03 aays 60.83 0.50 aayey 10.04 a.yey aayey Clayey 10.0 aayey 15.15 0.63 -5.99 49.70 18.64 3.37 3.09 aays 65.00 0.50 aavey 9.35 aayey aayey Clayey 10.0 Clayey 15.2 0 -5.66 49.87 19.44 0.00 2.76 Silt Mixtures: clayey silt tO silty clay 43.89 0.50 aayey 9.79 aayey aiyey Clayey 10.0 aayey 15.25 0 -5.62 50.03 22.64 0.00 2.70 S,lt Mixtures: clayey silt to silty clay 40.22 0.so aayey 11.65 aayey a.yey Clayey 10.0 aayey Plate C-9 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 Client:Alliance Residential UQUEFACTION job. No.:2530.00 BASED ON CPT DATA CPT No.: 10 Location: 200 1 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft rhicknes Unit Wt.Bottom (Sv )bok Exist. Groundwater Depth : 8 ft layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: - 4 60(CPTU) 3 60 3.600 Diameter: -mm (35.7)3.600 Area: -cm2 (10) 5 60 3.600 Area Ratio:1 0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Plezoelem.:behind tip (behind tip)8 2%**$999 49*****4- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimatedj Meas. Tip gde Dyn. Pore Corr. Tip FricUon SBT Index SBT Fines Cyclic Soil Depth 6 Friction, f,Pressure Depth Resist., qi Rau Ic aa.ification Content Stres$aassif. (rn)(tsf)(psi) (it) (tsf)Rf (%) 0 (%)Ratio Factor 0.05 0.00 0.01 0.16 2.30 0.00 3.17 aan 70.88 0.38 Clayey 0.1 0.13 0.02 0.33 4.10 3.17 3.18 aars 71.77 0.38 aayey 0.15 0.28 0.02 0.49 7.50 3.73 3.01 aays 59.06 0.38 aayey 0.2 0.35 0.09 0.66 12.00 2 92 2.78 Silt Mixtum: clayey stlt to silty clay 44.90 0.38 aayey 0.25 0.56 0.02 0.82 14.90 3.76 2.78 Silt Mixtures: clayey silt to silty Clay 44.66 0.38 Clayey 0.3 0.63 0.02 0.98 19.40 325 2.65 Silt Mixtures: clayey silt to silly clay 37.76 0.38 aayey 0.35 0.82 0.06 1.15 17.90 4.58 2.77 Silt Mixtures: clavey Illt to silty clay 44.52 0.38 aayey 0.4 0.94 0.09 1.31 17.20 5.47 2.84 Silt Mixtures: clayey Illt tolitty clay 48.30 0.38 aayey 0.45 0.88 0.02 1.48 16.30 S.40 2.85 Silt Mixtures: clayey silt to silty clay 49.12 0.38 aayey 0.5 0.77 0.02 1.64 13.50 5.70 2.93 Silt Mixtures: clayey silt to silt, clay 53.88 0.38 aayey 0.55 0.71 0.02 1.80 11.10 6.40 3.03 aays 60.31 0.38 aayey 0.6 0.63 0.16 1.97 8 70 7.24 2.63 Silt Mixtures: clayey sllt to Iilty clay 37.05 0.38 aayey 0.65 0.59 -0.60 2.13 7.59 7.76 2.72 Silt Mixtures: clayey silt to silty clay 41.40 0.38 aayey 0.7 0.54 -2.78 2.30 7.17 7.50 2.74 Silt Mixtures: clayey Iilt to silly day 42.77 0.38 aayey 0.75 0.53 -1.73 2.46 8.18 6.46 2.68 Silt Mixtures: cliyey $1lt to $114 clay 39.17 0.38 aavey 0.8 0.59 -0.57 2.62 9.39 6.28 2.64 Silt Mixtures: clayey silt to silry clay 37.59 0.38 aayey 0.85 0.65 -2.98 2.79 9.47 6.84 2.69 Silt Mixtures: ctiyey silt to silty clay 39 83 0.38 aayey 0.9 0.63 -4.05 2.95 9.16 6.85 2.71 Silt Mixtures: clayey silt to silty clay 41.23 0.38 aayey 0.95 0.59 -1.55 3.12 10.38 5.67 2.63 Silt Mixtures: clayey silt to silty clay 36.96 0.38 a,yey 1 0.57 -0.61 3.28 11.19 509 2.96 aa'IS 55.86 0.38 aayey 1.05 0.59 -0.04 3.44 11.30 5.22 2.61 Silt Mixtures: clayey silt to silty clay 3S.87 0.38 aayey 1.1 0.56 -1.63 3.61 10.78 5.19 2.64 Silt Mixtures: clayey silt to silty clay 37.15 0.38 a.yey 1.15 0.52 -0.90 3.77 9.09 5.71 2.73 Silt Mixtures: clayey silt to silly clay 42.28 0.38 aayey 1.2 0.46 0.41 3.94 9.40 4.89 2.69 Silt Mixtures: clayey silt to silly clay 39.85 0.38 aayey 1.25 0.43 -1.07 4.10 9.49 4.53 2.67 Stlt Mixtures: clayey $ilt to silty clay 39.10 0.38 aayey ALBUS-KEEFE & ASSOCIATES, INC. Resist., c (tsO 2.30 4.10 7.50 12.00 14.90 19.40 17.90 17.20 16.30 13.50 11.10 8.70 7.60 7.20 8.20 9.40 9.50 9.20 10.40 11.20 11.30 10.80 9.10 9.40 9.50 Uquefaction Analysis Corrected Factor of Uquefactlon 4 CIN for Fines CRR,.5'MSF Safety Susceptibility(qi/M)/ Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 3.48 Clayey Clayey NA NA Above High GWL 6.20 aayey aayey NA NA Above High GWL 11.34 aayey a,Yey NA NA Above High GWL 18.15 aayey Clayey NA NA Above High GWL 2233 aayey aayey NA NA Above High GWL 29.34 aayev aayey NA NA Above High GWL 27.07 aayey aayey NA NA Above High GWL 26.01 aayey a,yey NA NA Above High GWL 24.65 aayey aIvey NA NA Above High GWL 20.42 aayey aayey NA NA Above High GWL 16.79 a,yey Cliyey NA NA Above High GWL 72.66 aayey aayey NA NA Above High GWL 58.40 aayey aayey NA NA Above High GWL 51.25 aayey aiyey NA NA Above High GWL 54.54 a,yey aâ€¢yey NA NA Above High GWL S8.69 aayey aayey NA NA Above High GWL 55.78 aayey aayey NA NA Above High GWL 50.93 aayey aayey NA NA Above High GWL 54.61 aayey aayey NA NA Above High GWL 16.94 a,yey aayey NA NA Above High GWL 53.67 aayey aayey NA NA Above High GWL 48.88 aayey aayey NA NA Above High GWL 39.20 a,yey aayey NA NA Above High GWL 38.79 aayey a.yey NA NA Above High GWL 37.61 aayey a.yey NA NA Above High GWL I of 7 8.40 7.90 8.00 8.60 9.80 10.00 9.90 10.30 9.60 8.60 11.40 16.10 18.30 18.00 18.40 17.60 16.20 15.70 15.10 14.60 13.50 12.60 13.30 14.30 15.50 16.90 20.00 21.30 16.60 13.90 12.10 12.00 13.00 12.90 11.60 10.30 8.90 8.40 8.20 7.80 7.80 8.00 9.30 10.20 10.30 10.40 9.90 1.3 0.38 -0.95 4.27 8.39 4.52 2.73 Silt Mixtures: clayey silt to silty clay 41.92 0.38 aayey 31.82 aayey aayey NA NA Above High GWL 1.35 0.28 -0.26 4.43 7.90 3.S4 2.69 S,lt Mixtures: clayey silt to silty clay 39.87 0.38 aayey 28.73 aayey aayey NA NA Above High GWL 1.4 0.33 -0.04 4.59 8.00 4.13 2.74 Sit Mixtures: clayey silt to silty clay 42.69 0.38 aayey 28.03 aayey aiyey NA NA Above High GWL 1.45 0.36 -0.02 4.76 8.60 4.19 2.73 Silt Mixtures: cl@yey silt to silly clay 42.23 0.38 aayey 29.13 aayey aayey NA NA Above High GWL 1.5 0.38 0.20 4.92 9.80 3.88 2.68 Silt MixturesÂ· clayey silt to silty clay 39.28 0.36 aayey 32.19 aayey aayey NA NA Above High GWL 1.55 0.39 -1.18 5.09 9.99 3.90 2.68 Silt Mixtures: clayey silt to silly clay 39.59 0.36 aayey 31.77 aayey aayey NA NA Above High GWL 1.6 0.41 -1.26 5.25 9.89 4.14 2.72 Silt Mixtures: clayey silt to silty clay 41.28 0.36 aayey 30.43 aayey aayey NA NA Above High GWL 1.65 0.44 -0.78 5.41 10.29 4.27 2.72 Silt Mixtures: clayey silt to silty clay 41.62 0.36 aayey 30.71 aayey aayey NA NA Above High GWL 1.7 0.46 -3.94 5.58 9.56 4.79 2.79 Silt Minures: clayey silt to Silty clay 45.40 0.36 aayey 27.69 aayey aayey NA NA Above High GWL 1.75 0.43 -5.21 5.74 8.54 5.00 2.85 Silt Mixtures: clayey silt to silty Clay 48.92 0.36 aayey 23.96 aayey aayey NA NA Above High GWL 1.8 0.53 -1.95 5.91 11.38 4.65 2.74 S,lt Mixtures: clayey silt to silly clay 42.74 0.36 aavey 31.17 aayey aayey NA NA Above High GWL 1.85 0.69 0.12 6.07 16.10 4.29 2.61 Silt Mixtures: clayey silt to silty clay 36.04 0.36 aayey 43.21 aayey aayey NA NA Above High GWL 1.9 0.87 0.85 6.23 18.31 4.75 2.61 Silt Mixtures: clayey silt to silty clay 36.06 0.36 aayey 47.93 Clayey aayey NA NA Above High GWL 1.95 0.94 1.07 6.40 18.01 5.22 2.66 Sit Mixtures: clayey silt to silty clay 38.23 0.36 aayey 45.89 aiyey aaye,NA NA Above High GWL 2 0.90 0.02 6.56 18.40 4.89 2.64 Silt Mixtures: clayey silt to silty clay 37.22 0.36 aayey 45.74 Cayey aiyey NA NA Above High GWL 2.05 0.82 -0.12 6.73 17.60 4.66 264 Silt Mixtures: clayey silt to silty clay 37.5S 0.36 a.yey 42.61 aayey aayey NA NA Above High GWL 2.1 0.78 -0.15 6.89 16.20 4.81 2.69 Silt Mixtures: clayey silt to silty clay 39.84 0.36 aayey 38.19 aayey aayey NA NA Above High GWL 2.15 0.77 0.02 7.05 15.70 4.90 2.71 Silt Mixtures: clayey silt to silty clay 41.08 0.36 a.yey 36.10 aayey aayey NA NA Above High GWL 2.2 0.78 2.06 7.22 15.12 5.17 2.75 Silt Mixtures: clayey silt to slity clay 43.05 0.36 aavey 33.87 aayey aayey NA NA Above High GWL 2.25 0.71 1.66 7 38 14.62 4.86 2.75 Silt Mixtures: clayey silt to silly clay 43.04 0.36 aayey 31.96 aayey aayey NA NA Above High GWL 2.3 0.69 -0.35 7.55 13.50 5.11 2.80 Silt Mixtures: clayey silt to silly clay 45.77 0.36 aayey 28.82 aayey aayey NA NA Above High GWL 2.35 0.66 0.44 7.71 12.60 5.24 2.83 Silt Mixtures: clayey silt to silty clay 47.97 0.36 aayey 26.24 aayey aayey NA NA Above High GWL 2.4 0.63 0.80 7.87 13.31 4 74 2.79 Silt MIxtures: clayey silt to silty clay 45.57 0.36 aayey 27.15 aayey aayey NA NA Above High GWL 2.45 0.70 0.99 8.04 14.31 4.90 2.78 Silt Mixtures: clayey silt to silty clay 45.09 0.36 aayey 28.72 aayey aayey Clayey 10.0 aayey 2.5 0.78 0.00 8.20 15.50 5.03 2.77 Silt Mixtures: clayey silt to silty clay 44.24 0.38 Clayey 30 89 aayey Clayey Clayey 10.0 a,yey 2.55 0.76 -0.13 8.37 16.90 4.50 2.71 Silt Mixtures: clayey silt to silty Clay 40.98 0.38 aayey 33.43 aayey aayey Clayey 10.0 Clayey 2.6 0.66 -0.80 8.53 19.99 330 2.65 Silt Mixtures: clayey $ilt to lilty clay 37.82 0.38 aiyey 30.25 Clayey aayey Clayey 10.0 aayey 2.65 0.64 -2.68 8.69 21.27 3.00 2.60 Silt Mixtures: clayey illt to silty clay 35.44 0.38 aayey 32.21 aayey aayey Clayey 10.0 aayey 2.7 0.65 -2.61 8.86 16.S7 3.92 2.68 SIt Mixtures: clayey silt to silly clay 39.64 0.38 aayey 31.84 clayey 0@yey Clayey 10.0 aayey 2.75 0.62 0.28 9.02 13.90 4.46 2.79 Silt Mixtures. clayey silt to silly clay 45.25 0.38 aayey 26.22 aayey aayey Clayey 10.0 aayey 2.8 0.51 1.66 9.19 12.12 4.21 2.82 Silt Mixtures: clayey silt to silty clay 4731 0.40 aayey 22.46 Clayey ayey Clayey 10.0 aayey 2.85 0.47 2.15 9 35 12.02 3.92 2.81 Silt Mixtures: clayey zilt to silty clay 46.46 0.40 a.yey 22.05 aayey aiyey Clayey 10.0 aayey 2.9 0.55 3.09 9.51 13.03 4.23 2.81 Silt Mixtures: clayey silt to silly clay 46.29 0.40 aayey 23.74 aayey aayey Clayey 10.0 aayey 2.95 0.64 2.16 9.68 12.92 4.96 2.86 Silt Mixtures: clayey silt to silty clay 49.40 0.40 aayey 23.32 aayey aayey Clayey 10.0 aiyey 3 0.66 1.29 9.B4 11.61 5.69 2.94 Silt Mixtures: clayey silt to silly clay 54.44 0.40 aayey 20.65 aayey aayey Clayey 10.0 aayey 3.05 0.61 1.07 10.01 10.31 5.92 3.00 aays 58.21 0.40 aayey 18.04 aayey aayey Clayey 10.0 aayey 3.1 0.54 0.86 10.17 8.91 6.07 3.06 aays 62.60 0.42 aayey 15.28 aayey aayey Clayey 10.0 a,yey 3.15 0.47 1.01 10.33 8.41 5.60 3.06 aays 62.74 0.42 aayey 14.22 Clayey aayey Clayey 10.0 aayey 3.2 0.32 1.16 10.SO 8.21 3.90 2.97 aays 56.81 0.42 aayey 13.71 aayey aayey Clayey 10.0 aayey 3.25 0.32 1.34 10.66 7.81 4.10 3.01 aays 59.28 0.42 aavey 12.86 aayey aiyey Clayey 10.0 aayey 3.3 0.33 1.83 10.83 7.82 4.23 3.02 aays 60.10 0.42 aayey 12.74 aayey a,yey Clayey 10.0 aayey 3.35 0.35 2.76 10.99 8.03 4.38 3.03 a@YS 60.29 0.42 aayey 12.97 aayey aayey Clayey 10.0 aayey 3.4 0.40 2.99 11.15 9.33 4.30 2.97 aays 56.29 0.42 aayey 15.12 a.yey aayey Clayey 10.0 a.yey 3.45 0.44 2.79 11.32 10.23 4.31 2.94 Silt Mixtures: clayey silt to silty clay 54.29 0.42 a.yey 16.54 a.yey aayey Clayey 10.0 aayey 3.5 0.49 2.71 11.48 10.33 4.76 2.96 aays 56.05 0.44 aayey 16.56 aayey aayey Clayey 10.0 aayey 3.55 0.54 2.65 11.65 1043 5.19 2.99 aays 57.67 0.44 aayey 16.58 aiyey aayey Clayey 10.0 aayey 3.6 0.55 2.02 11.81 9.92 5.56 3.03 aays 60.45 0.44 aayey 15.58 aayey aayey Clayey 10.0 aayey Plate C-10 ALBUS-KEEFE & ASSOCIATES, INC.2 of 7 3.65 9.00 0.52 1.83 11.98 9.02 5.78 3.08 3.7 8.40 0.46 1.96 12.14 8.42 S.48 3.09 3.75 8.60 0.44 2.08 12.30 8.62 S.12 3.07 3.8 9.10 0.48 2.01 12.47 9.12 5.27 3.06 3.85 9.60 0.53 1.89 12.63 9.62 5.52 3.05 3.9 10.10 0.56 1.54 12.80 10.12 5.54 3.04 3.95 9.60 0.55 1.44 12.96 9.62 5.73 3.07 4 9.40 0.51 1.54 13.12 942 5.43 307 4.05 9.80 0.49 1.87 13.29 9.82 5.00 3.03 4.1 10.70 0.46 3.87 13.45 10.74 4.30 2.96 4.15 11.90 0.51 4.29 13.62 11.95 4.29 2.92 4.2 13.00 0.57 4.45 13.78 13.05 4.38 2.90 4.25 14.00 0.63 4.64 13.94 14.05 4.50 2.88 4.3 13.40 0.64 4.19 14.11 13.45 4.78 2.92 4.35 12.90 0.62 4.03 14.27 12.94 4.81 2.93 4.4 12.70 0.60 3.93 14.44 12.74 4.72 2.94 4.45 13.10 0.63 4.46 14.60 13.15 4.81 2.93 4.5 13.70 0.65 4.37 14.76 13.75 4.74 2.92 4.55 13.50 0.65 4.41 14.93 13.55 4.81 2.93 4.6 13.50 0.65 4.51 15.09 13.55 4.81 2.93 4.65 13.60 0.65 4.50 15.26 13.65 4.78 2.93 4.7 13.50 0.66 4.28 15.42 13.55 4.89 2.94 4.75 12.30 0.62 3.92 15.58 12.34 5.04 2.99 4.8 11.90 0.55 3.91 15.75 11.94 4.62 2.98 4.85 11.50 0.52 4.06 15.91 11.S4 4 S2 2.99 4.9 10.50 0.50 5.80 16.08 10.56 4 76 3.04 4.95 9.90 0.40 5.65 16.24 9.96 4.04 3.02 5 9.50 0.33 5.90 16.40 9.56 3.47 3.00 5.05 9.80 0.39 5.96 16.57 9.86 3.98 3.03 5.1 9.50 0.43 5.57 16.73 9.56 4.53 3.08 5.15 8.70 0.43 5.18 16.90 8.76 4.94 3.14 5.2 8.00 0.32 4.65 17.06 8.05 4.00 3.13 5.25 7.00 0.24 4.36 17.22 7.05 3.43 3.15 5.3 6.40 0.18 4.75 17.39 6.4S 2.81 3.15 5.35 7.50 0.25 5.72 17.55 7.56 333 3.12 5.4 10.40 0.37 6.71 17.72 10.47 3.56 3.00 5.45 10.90 0.45 5.65 17.88 10.96 4.13 3.02 5.5 11.40 0.51 5.56 18.04 11.46 4.47 3.03 5.55 11.20 0.55 4.81 18.21 11.25 4.91 3.06 5.6 10.40 0.55 4.17 18.37 10.45 5.29 3.11 5.65 9.80 0.49 3.86 18.54 9.84 5.00 3.13 5.7 9.90 0.47 3.85 18.70 9.94 4.75 3.11 5.75 10.30 0.45 3.75 18.86 10.34 4.37 3 07 5.8 10.50 0.44 3.68 19.03 10.54 4.19 3.06 5.85 12.80 0.51 3.88 19.19 12.84 3.98 2.97 5.9 15.00 0.64 3.54 19.36 15.04 4.27 2.92 5.95 0.78 2.98 19.52 16.03 4.88 2.94 aays 63.99 044 aayey 13.93 aayey aayey Clayey 10.0 aayey aavs 65.OS 044 a.yey 12.80 aayey aayey Clayey 10.0 aayey aays 63.28 0.44 aiyey 13.02 aayey aayey Clayey 10.0 aayey aars 62.57 0.44 aayey 13.72 aavey aayey Clayey 10.0 a.yey aays 62.26 0.44 aayey 14.42 aayey aayey Clayey 10.0 aayey aaYS 61.22 0.44 a,yey 15.10 aayey aayey Clayey 10.0 aiyey a@Ys 63.45 0.46 aayey 14.17 aayey aayey Clayey 10.0 aayey aays 63.16 0.46 aayey 13.72 aayey aayey Clayey 10.0 aavey aays 60.65 0.46 aayey 14.24 aayey aayey Clayey 10.0 aayey aays 55.76 0.46 aayey 15.53 a,yey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 53.30 0.46 aayey 17.27 a,yey aayey Clayey 10.0 Clayey Silt Mixtures: clayey Bilt to zilty clay 51.81 0.46 aayey 18.83 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 50 76 046 a.yey 20.21 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 53.00 046 aayey 19.14 aiyey aavey Clayey 10.0 a.yey Silt Mixtures: clayey silt to silry clay 54.18 0.46 a.yey 18.23 aayey aavey Clayey 10.0 aayey Sllt Mixtures: clayey silt to silty clay 54.43 0.46 aayey 17.79 aayey aavey Clayey 10.0 aavey Silt Mixtures: clayey silt to silty clay 54.19 0.48 aayey 18.24 aayey aiyey Clayey 10.0 aavey Sm Mixtures: clavey silt to silty clay 53.07 0.48 aayey 18.99 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey lilt to $ilty clay S3.85 0.48 aayey 18.55 aayey a.yey Clayey 10.0 aayey Silt Mixtures: clayey silt to $ilty clay 54.03 0.48 aayey 18.41 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 5389 0.48 aayey 18.41 aayey aayey Clayey 10.0 aayey Sllt Mixtures: clayey silt to silty Clay 54.66 0.48 aayey 18.13 aayey aayey Clayey 10.0 aayey aays aays aaYS aaYS aays aays aays aays aays aays aays aays aays 0@YS aays aays aays aays aays aays aays aays a@YS Silt Mixtures: clayey silt to Silty Clay Sil, Mixtures: clayey silt to sil ALBUS-KEEFE & ASSOCIATES, INC. 57.70 0.48 aiyey 16.27 Clayey Clayey Clayey 10.0 aayey 57.10 0.48 aayey 15.58 aayey a.yey Clayey 10.0 aayey 57.76 0.48 aayey 14 90 aayey aiyey Clayey 10.0 a,yey 61.36 0.48 aayey 13.38 aayey aayey Clayey 10.0 aavey 60.10 0.48 aayey 12.44 a,yey a.yey Clayey 10.0 aayey 58.73 0.48 Clayey 11.79 aayey aayey Clayey 10.0 aayey 60.51 0.50 aayey 12.12 aayey aayey Clayey 10.0 aayey 64.04 0.50 Clayey 11.61 a,yey aayey Clayey 10.0 aayey 68.67 O.sO Clayey 10.44 aavey aayey Clayey 10.0 aayey 67.37 0.50 aiyey 9.42 aiyey aayey Clayey 10.0 aayey 69.11 0.50 Clayey 8.00 aayey aiyey Clayey 10.0 aayey 68.85 0.50 aayey 7.14 aayey aayey Clayey 10.0 aayey 66.72 0.50 Clayey 8.54 aayey aayey Clayey 10.0 aayey S8.17 o.so aayey 12.29 a.yey aayey Clayey 10.0 aayey 59.74 0.50 aayey 12.85 aayey Clayey Clayey 10.0 aayey 60.19 0.50 Clayey 13.41 aayey a,yey Clayey 10.0 aayey 62.65 0.50 aayey 13.06 aiyey aayey Clayey 10.0 aayey 66.47 0.50 Clayey 11.94 aayey aayey Clayey 10.0 aayey 67.32 0.50 aayey 11.09 aayey aayey Clayey 10.0 aayey 66.17 0.50 aayey 11.14 aayey aayey Clayey 10.0 aayey 63.56 O.50 aayey 11.56 aayey aayey Clayey 10.0 aayey 62.39 0.52 aayey 11.73 aayey Clayey Clayey 10.0 aayey S6.16 0.52 aiyey 14.52 aayey aayey Clayey 10.0 aayey 53.54 0.52 aayey 17.15 Clayey aayey Clayey 10.0 aiyey 54.54 0.52 aayey 18.27 Clayey aayey Clayey 10.0 aayey e C-10 3 of 7 16.90 16.30 15.40 14.60 12.40 10.10 9.20 9.30 11.20 12.20 11.60 11.00 9.90 9.40 9.70 14.60 32.60 51.50 37.80 46.60 49.70 37.20 24.80 19.10 16.3 13.4 10.8 8.9 8.6 8.7 8.2 8.4 9.5 12.3 15.2 18.7 20.2 27.3 28.3 26.4 24.4 23.1 22.5 21.7 19.7 17.8 15.8 6 0.90 3.09 19.69 16.93 5.33 2.95 Silt Mixtures: clayey silt to silty clay 55.02 0.52 aayey 19.25 aayey aayey Clayey 10.0 Clayey 6.05 0.89 2.73 19.85 16.33 5.46 2.97 aays 56.52 0.52 a.yey 18.40 aayey a,yey Clayey 10.0 aayey 6.1 0.84 2.69 20.01 15.43 5.45 2.99 aays 58.06 0.52 aayey 17.19 Clayey aayey Clayey 10.0 aayey 6.15 0.78 3.11 20.18 14.63 5.34 3.01 aays 59.17 0.52 aayey 16.12 aayey aayey Clayey 10.0 aayey 6.2 0.74 3.13 20.34 12.43 5.97 3.11 aays 66 03 0.52 aayey 13.38 aayey a.yey Clayey 10.0 aayey 6.25 1 0.70 2.64 20.51 10.13 6.93 324 aays 75.79 0.52 aavey 10.56 aavey aayey Clayey 10.0 a.yey 6.3 0.60 2.37 20.67 9.23 6.52 3.26 aays 77.77 0.52 aayey 9.42 aayey aayey Clayey 10.0 aayey 6.35 0.51 2.34 20.83 9.33 5.48 3.21 aays 73.79 0.52 aayey 9.48 aayey aayey Clayey 10.0 aayey 6.4 1 0.49 2.71 21.00 11.23 4.38 3.07 aays 63.49 0.52 aavey 11.64 aayey aayey Clayey 10.0 aayey 6.45 0.48 2.89 21.16 12.23 3.93 3.01 aays 59.21 0.52 a,yey 12.72 aayey aayey Clayey 10.0 aayey 6.5 0.45 3.01 21.33 11.63 3.88 3.03 aays 60.55 0.52 aayey 11.95 Clayey aayey Clayey 10.0 aayey 6.55 0.42 3.30 21.49 1104 3.82 3.05 aays 61.99 0.52 aavey 11.18 Clayey aayey Clayey 10.0 aayey 6.6 0.33 3.46 21.65 9.94 3.33 3.06 aays 62.90 0.52 aayey 9.85 aayey aayey Clayey 10.0 aayey 6.65 0.28 3.76 21.82 944 2.98 3.06 aays 62.72 0.52 a.yey 9.22 aayey aayey Clayey 10.0 aayey 6.7 0.35 4.18 21.98 9.75 361 3.10 aays 65.37 0.52 aayey 9.50 aayey aayey Clayey 10.0 a,yey 6.75 0.51 4.76 22.15 14.65 3.49 2.92 Silt Mixtures: clayey silt to silty clay 53.24 0.52 aayey 14.96 aayey aayey Clayey 10.0 aayey 6.8 0.93 5.18 22.31 32.66 2.85 2.58 Sand Mixtures: silly sand to sandy silt 34.31 0.54 3.20 33.56 107.27 0.28 0.5 0.5 Liquefiable 6.85 1.02 -2.50 22.47 51.47 1.98 2.32 Sand Mixtures: silty sand to sandy silt 23.31 0.54 2.02 52.87 106.69 0.28 0.5 0.5 Liquefiable 6.9 1.39 -6.98 22.64 37 72 3.68 2.59 Sand Mixtures: silty sand to sandy silt 35.01 0 54 3.28 40.28 132.26 0.43 0.8 0.8 Uquefiable 6.95 1.13 -4.42 22.80 46.55 2.42 241 Sand Mixtures: silty sand to sandy silt 27.01 0.54 2 37 47.59 112.90 0.31 0.6 0.6 Uquefiable 7 1.02 -8.01 22.97 49.61 2.05 2.35 Sand Mixtures: silly sand to sandy silt 24.26 0.54 2.10 50.62 106.54 0.28 0.5 0.5 Liquefiable 7.05 0.97 -8.27 23.13 37.11 2.61 2.St Sand Mixtures: silt, sand to sandy zilt 31.25 0.54 2.83 37.79 107.08 0.28 0.5 0.5 Liquefiable 7.1 0.96 -8.01 23.29 24.71 3.87 2.76 Silt Mixtures: clayey silt to silry clay 43.78 0.54 aayey 25.42 aayey a,yey Clayey 10.0 a.yey 7.15 0.86 -7.19 23.46 19 02 4.50 2.90 Silt Mixtures: clayey silt to sitty clay 52.16 0.54 aayey 19.12 aayey aayey Clayey 10.0 aayey 7.2 0.7 .6.47 23.62 16.23 4.29 2.95 aays 55.32 0.54 aayey 1600 aayey Clayey Clayey 10.0 aayey 7.25 0.57 -6 23.79 13.34 4.25 3.03 aays 60.54 0.54 aayey 12.81 aayey aayey Clayey 10.0 aayey 7.3 0.52 -5.89 23.95 10.74 481 3.16 aay;69.71 0.54 aayey 9.97 aayey aayey Clayey 10.0 aayey 7.35 0.37 -5.69 24.11 8.84 4.16 3.21 aays 73.60 0.54 aayey 7.89 aayey aayey Clayey 10.0 aayey 7.4 0.23 -5.2 24.28 8.54 2.67 3.12 aays 66 66 O.S4 aayey 7.53 aayey aayey Clayey 10.0 aayey 7.45 0.15 -4.75 24.44 8.65 1.72 3.01 aays 59.27 0.54 aayey 7.59 aayey aayey Clayev 10.0 aayey 7.5 0.15 -4.29 24.61 8.15 1.83 3.06 aays 62.40 0.54 aavey 7.02 aayey a@yey Clayey 10.0 aayey 7.55 0.15 -3.89 24.77 8.36 1.79 304 aays 61.37 O.S4 aayey 7.18 aayey a,yey Clayey 10.0 aayey 7.6 0.22 -3.46 24.93 9.46 2.32 304 aays 61.52 0.54 a.yey 8.27 a.yey 0@yey Clayey 10.0 aayey 7.65 0.36 -3.06 25.10 12.27 2.93 2.99 aays 57.56 0.54 a.yey 11.10 aayey Clayey Clayey 10.0 aayey 7.7 0.39 -3.23 25.26 15.17 2.57 2.86 Silt Mixtures: clayey silt to silly clay 49.81 0.54 a.yey 14.00 aayey aayey Clayey 10.0 Clayey 7.75 0.63 -3.28 25.43 18.66 3.37 2.85 Silt Mixtures: clayey sllt to slity clay 49.17 0.54 aayey 17.49 aayey aavey Clayey 10.0 aayey 7.8 0.91 -3.46 25.59 20.16 4.50 2.91 Silt Mixtures: clayey silt to silly clay 52.43 0.54 aayey 18.92 aayey a,yey Clayey 10.0 a.yey 7.85 1.18 -2.66 25.75 27.27 4.32 2.79 Silt Mixtures: clayey silt to sitty clay 45.20 0.54 a.yey 25.98 aayey aayey Clayey 10.0 aayey 7.9 1.3 -2.29 25.92 28.28 4.59 2.79 Silt Mixtures: clayey silt to silty clay 45.60 0.54 aayey 26.85 aayey aayey Clayey 10.0 aayey 7.95 1.31 -1.98 26.08 26.38 4.96 2.84 Silt Mixtures: clayey silt to silly clay 48.48 0.54 aayey 24.82 aayey aayey Clayey 10.0 aayey 8 1.13 -1.61 26.25 24.38 4.63 2.85 Silt Mixtures: clayey silt to silly clay 49.07 0.54 aayey 22.70 aayey aayey Clayey 10.0 aayey 8.05 1.01 -1.41 26.41 23.08 4.37 286 Silt Mixtures: clayey slit to silty clay 49.38 034 aayey 21.30 a,yey aayey Clayey 10.0 aayey 8.1 0.92 -1.46 26.57 22.48 409 2.85 Silt Mixtures: clayey silt to silty clay 48.93 O.S4 aayey 20.60 aayey aayey Clayey 10.0 a,yey 8.15 0.86 -1.53 26.74 21.68 3.96 2.86 Silt Mixtures: clayey silt to silly clay 49.33 0.54 aayey 19.71 aayey aayey Clayey 10.0 aayey 8.2 0.85 -1.39 26.90 19.68 4.31 2.92 Silt Mixtures: clayey silt to silly clay 53.21 0.56 aayey 17.65 aayey aayey Clayey 10.0 aayey 8.25 0.8 -1.45 27.07 17.78 4.49 2.97 aars 56 63 O.S6 aayey 15.72 aayey aayey Clayey 10.0 aayey 8.3 0.71 -1.72 27.23 15.78 4.49 3.02 aars 59.95 0.56 aayey 13.70 aayey aayey Clayey 10.0 aayey Plate C-10 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 13.7 0.52 8.4 13 0.38 8.45 12.5 0.33 8.5 12.7 0.34 8.55 12.5 0.34 8.6 11.8 0.31 8.65 11.2 0.28 8.7 12.2 0.26 8.75 13.3 0.34 8.8 15.7 0.37 8.85 15 0.38 8.9 15.3 0.47 8.95 16.1 0.55 9 17.7 0.61 9.05 17.3 0.61 9.1 16 0.58 9.15 14.4 0.52 9.2 12.9 0.45 9.25 11 0.39 9.3 9.5 0.34 9.35 8.2 0.3 9.4 8.5 0.23 9.45 8.1 0.21 9.5 8.1 0.2 9.55 8 0.25 9.6 10.9 0.32 9.65 20.6 0.44 9.7 15.1 0.59 9.75 32.6 1.24 9.8 65.3 2.11 9.85 72.4 3.23 9.9 117.8 4.4 9.95 169.6 4.4 10 111.8 3.72 10.05 67.2 3.21 10.1 54.4 3.15 10.15 45.8 3.31 10.2 57.7 3.52 10.25 68.4 3.59 10.3 57.8 3.09 10.35 61.9 3.11 10.4 66.7 2.97 10.45 47.9 2.73 10.5 65.9 2.47 10.55 72.5 2.12 10.6 62.4 3.06 10.65 3.68 -1.86 27.40 13.68 3.80 304 aays 61.03 0.56 aayey 11.61 aayey aayey Clayey 10.0 a,yey -1.71 27.56 12.98 2.92 2.99 aays 58.11 0.56 aayey 10.88 aayey aayey Clayey 10.0 aayey -1.31 27.72 12.49 2.64 2.99 aays 57.72 0.56 aayey 10.34 aayey a,yey Clayey 10.0 aayey -0.98 27.89 12.69 2.68 2.99 aavs 57.62 0.56 aayey 10.47 aayey aayey Clayey 10.0 aayey 4).8 28.05 12.49 2.72 3.00 aays 58.SO 0.56 aayey 10.23 a,yey aayey Clayey 10.0 aayey 4).73 2822 11.79 2.63 3.02 aars 59.85 0.56 aayey 9.52 aiyey aayey Clayey 10.0 aayey -0.72 28.38 11.19 2.50 3.03 a.YS 60.83 0.56 aayey 8.90 aayey aayey Clayey 10.0 aayey 4.39 28.54 12.20 2.13 2.96 aaYS 55.74 0.56 aayey 9.79 aayey aayey Clayey 10.0 aayey O.01 28.71 13.30 2.56 2.97 aays 56.19 0.56 (Ivey 10.76 aIvey aayey Clayey 10.0 aayey 1.69 28.87 15.72 2.36 2.87 Silt Mixtures: clayey silt to silty clay 50.43 0.56 aiyey 12.92 aayey a.yey Clayey 10.0 Clayey 1.93 29.04 15.02 2.53 2.91 S,tt Mixtures. clayey silt to s,Ity clay 52.90 0.56 aayey 12.21 aayey aayey Clayey 10.0 aayey 2.23 29.20 15.32 3.07 2.96 aays 55.62 0.56 aiyey 1242 a,yey Clayey Clayey 10.0 aayey 2.34 29.36 16.13 3.42 2.96 aays 56 15 0.56 aayey 13.09 a.yey aayey Clayey 10.0 aayey 2.49 29.53 17.73 3.45 2.93 Silt Mixtures: clayey silt to ulty clay 53.88 0.56 aayey 14.48 aayey aayey Clayey 10.0 aayey 2.28 29.69 17.32 3.53 2.95 Silt Mixtures: clayey silt to silly clay 55.00 0.56 aayey 14.05 aayey a@yey Clayey 10.0 aayey 2.18 29.86 16.02 3.63 2.99 aays 57.74 036 aayey 12.81 aiyey aayey Clayey 10.0 a.yey 2.14 30.02 14.42 3.61 3.03 aays 60.86 0.56 aayey 11.31 aayey aayey CIayey 10.0 aâ€¢yey 2.1 30.18 12.92 3.49 3.08 aays 63.77 0.56 aayey 9.91 aayey aayey Clayey 10.0 aayey 1.72 30.35 11.02 3.55 3.16 aays 69.60 0.56 aayey 8.17 aayey aayey Clayey 10.0 aayey 1.11 30.51 9.51 3.58 3.23 aays 75.47 0.56 aayey 6.80 aayey aayey Clayey 10.0 aayey 0.76 30.68 8.21 3.66 3.31 aaY'82.32 0.56 aayey 5.61 aayey aayey Clayey 10.0 aayey 0.64 3084 8.51 2.71 3.23 aay;74.97 0.56 aayey 5.84 aayey aayey Clayey 10.0 aayey -0.47 31.00 8.09 2.59 3.24 aays 76.43 0.56 aayey 5.46 aayey aayey Clayey 10.0 aayey -0.13 31 17 8.10 2.47 3.23 aaYS 75.72 0.56 aayey 5.43 aayey aayey Clayey 10.0 aayey 0.26 31.33 8.00 3.13 3.30 aars 81.02 0.56 Clayey 5.31 a,yey aayey Clayey 10.0 aayey 0.89 31.50 10.91 2.94 3.13 aays 67.51 0.56 aayey 7.79 aayey aayey Clayey 10.0 aayey 1.11 31.66 20.61 2.14 2.77 Silt Minim: clayey silt to silty clay 44.10 0.56 Clayey 16 10 aayey aayey Clayey 10.0 aayey 0.46 31.82 15.10 391 3.06 aays 62.33 0.56 aayey 11.31 aavey aayey Clayey 10.0 clayey 3.27 31.99 32.64 3.80 2.75 Stlt Mixtures: clayey $ilt to silty clay 43.00 0.56 Clayey 26.20 aayey aayey Clayey 10.0 aayey -0.16 32.15 65.30 3.23 2.44 Sandi Mixtures: silty sand to sandy $111 27.91 0.56 2.47 58.55 144.36 0.52 0.9 0.9 Uquefiable -1.91 32.32 72.38 4.46 2.St Sand Mixtures: silty sand to sandy silt 31.04 0.56 2.81 64.79 181.98 1.00 1.8 1.8 Non-Uqueflable -1.15 32.48 117.79 3.74 2.31 Sand Mixtures: silly sand to sandy silt 22.88 0.56 1.98 105.21 208.35 1.00 1.8 1.8 Non-Liqueflable -1.87 32.64 169.58 2.59 2.09 Sandi Mixtures: silty sand to sandy silt 15.39 0.56 1.43 151.17 216.20 1.00 1.8 1.8 Non-Liqueflable -5.57 32.81 111.74 3.33 2.29 Sand Mixtures: silty sand to sandy silt 22.04 0.56 1.91 99.45 189.68 1.00 1.8 1.8 Non-liquefiable -7.11 32.97 67.12 4.78 2.55 Sand Mixtures: silty sand to sandy $1lt 33.19 0.56 3.06 59.66 182.62 1.00 1.8 1.8 Non-Uquefiable -7.81 33.14 54.32 5.79 2.71 Silt Mixtures: clayey silt to silty clay 41.03 0.56 aayey 43.53 aayey aayey Clayey 10.0 aayey -7.06 33.30 45.72 7.23 2.84 Slt Mixtures: clayey silt to silty clay 48.22 0.56 aayey 36.24 aayey aayey Clayey 10.0 aayey -6.54 33.46 57.63 6.10 2.71 SIt Mixtures: clayey silt to silty clay 41.08 0.56 aayey 45.90 aayey aayey Clayey 10.0 aayey 4.26 33.63 68.33 5.25 2.61 Nlt Mixtures: clayey silt to silry clay 35.92 0.56 aayey 54.50 aavey aayey Clayey 10.0 aayey 4.29 33.79 57.73 5.35 2.67 Sllt Mixtures: clayey silt to silly clay 38.94 0.56 aayey 45.61 aayey aayey Clayey 10.0 aayey -6.16 33.96 61.83 5.02 2.63 S,lt Mixtures: clayey silt to s,Ity clay 36.89 0.56 aayey 48.77 aayey aayey Clayey 10.0 a.yey -6.12 34.12 66.63 445 2.54 Sand Mixtures: sitty sand to sandy silt 32.44 036 2.97 58.42 173.56 1.00 1.8 1.8 Non-Liquefiable -6.23 34 28 47.83 5.70 2.76 Silt Mixtures: Clayey Sllt to silty clay 43.48 0.56 aayey 37.06 a.yey Cliyey Clayey 10.0 aayey -5.67 34.45 65.84 3.75 2.49 Sand Mixtures: silly sand to sandy silt 30.17 0.56 2.71 57.49 155.89 0.63 1.1 1.1 Uquefiable -6.36 34 61 72.43 2.92 2.38 Sandi Mixtures: silry sand to sandy silt 25.68 0.56 2.24 63.13 141.41 0.50 0.9 0.9 Liquefiable -6.39 34.78 62.33 4.90 2.63 Silt Mixtures: clayey silt to silty Clay -5.22 34.94 58 44 6.29 2.73 Silt Mixtures: clayey silt to $11 ALBUS-KEEFE & ASSOCIATES, INC. 36.68 0.56 aayey 48.21 aayey aayey Clayey 10.0 a,yey 41.97 0.56 aiyey 44.91 aayey aayey Clayey 10.0 aayey e C-10 5 of 7 101.6 122 94.3 82.9 91.3 105.6 92 53.1 37.5 44.7 57 48.2 65.6 93.6 117.9 140.2 124.7 105.3 93.3 85.1 49.8 48 40.6 43.9 45.3 46 58.6 55.9 61.5 83.9 103.6 114.9 129.1 135.8 152.3 190.7 253.8 307.9 330.4 334.8 334.1 335 339 342.2 335.9 330 331.8 10.7 4.09 -4.52 35.10 101.55 4.03 2.39 Sand Mixtures: silty sand to sandy silt 2583 0.56 2.25 87.97 198.33 1.00 1.8 1.8 Non-Liqueflable 10.75 4.53 -5 35.27 121.95 3.71 2.31 Sand Mixtures: silly sand to sandy silt 22.80 0.56 1.97 105.44 208.01 1.00 1.8 1.8 NonÂ·Liquefiable 10.8 4.62 -5.85 35.43 94.24 4.90 2.47 Sand Mixtures: silty sand to sandy silt 29.52 O.S6 264 81.35 214.67 1.00 1.8 1.8 Non-Liquefiable 10.85 4.73 -6.13 35.60 82.83 5.71 2.56 Sand Mixtures: silly sand to sandy silt 33.53 0.56 3.10 71.38 221.40 1.00 1.8 1.8 Non-Liquefiable 10.9 4.61 -5.93 35.76 91.24 5.05 2.49 Sand Mixtures: silry sand to sandy silt 3042 0.56 2.74 78.47 214.89 1.00 1.8 1.8 Non-Liquefiable 10.95 4.71 -5.91 35.93 105.54 4.46 2.41 Sand Mixtures: 5ilty sand to sandy silt 26.90 0.56 2.36 90.59 213.92 1.00 1.8 1.8 NonÂ·liqueflable 11 4.82 -6.01 36.09 91.94 5.24 2.51 Sand Mixtures: Iilty sand to sandy silt 30.93 O.S6 2.80 78.78 220.27 1.00 1.8 1.8 Non-Liquefiable 11.05 4 -6.11 36.25 53.03 7.53 2.83 Silt Mixtures: clayey ;ilt to silty clay 47.54 0.56 aayey 39.36 a,yey aayey Clayey 10.0 aayev 11.1 2.63 -5.8 3642 37.44 7.01 2.92 Silt Mixtures: clayey silt to Silly clay 53.18 0.56 aayey 27.20 aayey aayey Clayey 10.0 aayey 11.15 2.55 -4.74 36.58 44.65 5.70 2.80 Silt Mixtures: clayey silt to silty clay 45.79 O.S4 a.yey 32.62 aayey Clayey Clayey 10.0 aayey 11.2 2.79 -4.25 36.75 56.95 4.89 2.67 Silt Mixtures: clayey silt to silty clay 38.86 0.54 aayey 41.90 aayey aayey Clayey 10.0 a.yey 11.25 3.25 -4.47 36.91 48.15 6.74 2.83 Silt Mixtures: clayey silt to silly clay 47.54 O.S4 aayey 35.03 a.yey a.yey Clayey 10.0 aayey 11.3 4.62 -4.35 37.07 65.55 7.04 2.74 Silt Mixtures: clayey silt to silty clay 42 88 0.54 aayey 48.11 aayey aayey Clayey 10.0 aayey 11.35 6.26 -4.36 37.24 93.55 6.69 2.62 Silt Mixtures. clayey silt to silty clay 36.53 0.54 aayey 69.11 aayey aayey Clayey 10.0 aayey 11.4 7.08 -4.22 37.40 117.85 6.01 2.49 Sand Mixtures: silty sand to sandy silt 30.19 0.54 2.71 99.51 269.97 1.00 1.9 1.9 Non-Uqueliable 11.45 5.82 -3.98 37.57 140.16 4.15 2.31 Sand Mixtures: silly sand to sandy silt 23.07 0.54 2.00 118.12 235.91 1.00 1.9 1.9 Non-Liquefiable 11.5 7.18 -4.07 37.73 124.66 5.76 2.46 Sandi Mixtures: silty sand to sandy silt 28.94 0.54 2.58 104.88 270.17 1.00 1.9 1.9 Non-Uquefiable 11.55 7.85 -3.99 37.89 105.26 7.45 2.63 Silt Mixtures: clayey silt to silty clay 36.95 O.S4 aayey 76.83 aayey aayey Clayey 10.0 aiyey 11.6 6.23 -4.25 38 06 93.25 6.68 2.63 Silt Mlitures: clayey silt to silty clay 36.81 0.54 aavey 67.64 aayey aayey Clayey 10.0 aayey 11.65 4.68 -4.33 38.22 85.05 5.50 2.55 Sand Mixtures: silty sand to sandy silt 33.00 0.54 304 71.20 216.29 1.00 1.9 1.9 Non-Uqueflable 11.7 3.34 -3.91 38.39 49.76 6.71 2.82 Silt Mixtures: clayey silt to silty clay 47.44 0.54 aayey 35.05 aiyey aayey Clayey 10.0 aayey 11.75 2.81 -3.91 38.55 47.96 5.85 2.80 Silt Mixtures: clayey illt to silty clay 45.72 0.54 aayey 33.60 aayey aayey Clayey 10.0 aayey 11.8 2.59 -3.85 38.71 40.56 6.38 2.88 Silt Mixtures: clayey silt to silty clay 50.74 0.54 aayey 28.05 aayey aayey Clayey 10.0 aayey 11.85 2.39 -3.66 38 88 43.86 5.44 2.81 Silt Mixtures: clayey silt to silty Clay 46.30 0.54 aayey 30.36 aayey a@yey Clayey 10.0 aayey 11.9 2.34 -3.59 39.04 45.26 5.17 2.78 Silt Mixtures: cl@yey silt to silty clay 44.84 0.54 Clayey 31.26 Clayey O.Yey Clayey 10.0 aayey 11.95 2.83 -3.24 39.21 45.97 6.15 2.83 Silt Mixtures: clayey silt to stir, clay 47.73 0.54 aim 31.66 aayey aayey Clayey 10.0 aayey 12 2.9 -3.43 39.37 58.56 4.95 2.68 Silt Mixtures: clayey silt to silty clay 39.54 0.54 aayey 40.65 aayey a.yey Clayey 10.0 Clayey 12.05 3.17 -3.34 39.53 55.86 5.67 2.74 Silt Mixtures: clayey silt to silty clay 42.73 0.54 aayey 38.56 Clayey aayey Clayey 10.0 aayey 12.1 3.06 -3.21 39.70 61.47 4.98 2.67 Silt Mixtures: clayey silt to silty clay 38.93 0.54 aayey 42.44 aayey aayey Clayey 10.0 aayey 12.15 3.12 -3.45 39 86 83.86 3.72 2.43 Sand Mixtures: silty sand to sandy silt 27.71 0.54 2.44 69.00 168.68 1.00 1.9 1.9 NonÂ·Liquefiable 12.2 3.29 -3.76 40.03 103.56 3.18 2.32 Sand Mixtures: silty iand to sandy silt 23.19 0.54 2.01 85.05 170.73 1.00 1.9 1.9 Non-Liquefiable 12.25 3.73 -3.87 40 19 114.86 3.25 2.30 Sand Mixtures: sitty sand to sandy silt 22.34 0.54 1.93 94.17 182.07 1.00 1.9 1.9 Non-Uquefiable 12.3 3.69 -3.96 40.35 129.06 2.86 2.22 Sand Mixtures: 511ty sand to sandy silt 19.67 0.54 1.72 105.63 181.39 1.00 1.9 1.9 Non-Uquefiable 12.35 4.65 -4.1 40.52 135.76 3.42 2.27 Sand Mixtures: silty sand to sandy silt 21.30 O.S4 1.85 110.93 204.71 1.00 1.9 1.9 Non-Liquefiable 12.4 5.57 -1.67 40.68 152.28 3.66 2.26 Sand Mixtures: silly land to sandy silt 20.99 O.S4 1.82 124.20 226.11 1.00 1.9 1.9 Non-Liquefiable 12.45 6.17 -1.31 40 85 190.69 3.24 216 Sand Minures: silty sand to sandy silt 17.55 0.54 1.57 155.26 243.03 1.00 1.9 1.9 Non-Liquefiable 12.5 5.57 -2.42 41.01 253.77 2.19 1.95 Sands: clear to silty 11.53 0.54 1.24 206.29 254.83 1.00 1.9 1.9 Non-Liquefiable 12.55 4.39 -2.95 41.17 307.87 1.43 17S Sands: cle@n to silly 700 0.54 1.07 249.85 267.01 1.00 1.9 1.9 Non-Liquefiable 12.6 3.98 -2.94 41.34 330.37 1.20 1.67 Sands: cle@n to slity 5.56 0.54 1.02 267.67 272.23 1.00 1.9 1.9 Non-Uquefiable 12.65 3.89 -2.49 41.50 334.77 1.16 1.65 Sands: clean to silty 5.28 0.54 1.01 270.79 272.48 1.00 1.9 1.9 Non-Liquefiable 12.7 3.71 -2.07 41.67 334.08 1.11 1.64 Sands: clear to silty 5.03 0.54 1.00 269.78 269.78 1.00 1.9 1.9 Non-Liqueliable 12.75 3.47 -1.69 4183 334.98 1.04 1.62 Sards: clear to silty 4.63 O.S4 1.00 270.07 270.07 1.00 1.9 1.9 Non-liquefiable 12.8 3.27 -1.22 41.99 338.99 0.96 1.59 Sands: clear to sitty 4.20 0.54 1.00 272.85 272.85 1.00 1.9 1.9 NonÂ·Liquefiable 12.85 3.33 -0.91 42.16 342.19 0.97 1.59 Sands: cle@n to silty 4.21 0.54 1.00 274.98 274.98 1.00 1.9 1.9 Non-Liquefiable 12.9 3.41 -0.63 42.32 335.89 1.02 1.61 Sands: clean to silty 4.53 0.54 100 269.48 269.48 1.00 1.9 1.9 Non-Liqueflable 12.95 3.41 -0.26 42.49 330.00 1.03 1.62 Sands: clean to silty 4.72 0.54 1.00 264.32 264.32 1.00 1.9 1.9 Non-Liquefiable 13 3.45 0.14 42.65 33180 104 1.62 Sandis: cle@n to silty 4.74 0 54 1.00 265.34 265.34 1.00 1.9 1.9 Non-Liquefiable Plate C-10 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 1 3.59 0.36 42.81 327.10 1.10 1.65 Sands: clean to silty 5.12 0.54 1.00 261.17 261.12 1.00 1.9 1.9 Non-Liquefiable 13.1 3.59 0.61 42.98 311.01 1.15 1.68 Sands: clean to silty 5.68 0.54 1.02 247.92 253.34 1.00 1.9 1.9 Non-Liquefiable 13.15 3.47 0.99 43.14 295.61 117 1.70 Sands: clean to silty 6.06 0.54 1.04 235.27 243.68 1.00 1.9 1.9 Non-Uquefiable 13.2 3.64 1.28 43.31 294.81 1.23 1.71 Sands: clean to Iilty 6.40 0.54 1.05 234.26 245.48 1.00 1.9 1.9 NonÂ·Liquefiable 13.25 1 3.39 1.73 43.47 270.42 1.25 1.74 Sands: clean to stiry 6.99 0.54 1.07 214.53 229.16 1.00 1.9 1.9 Non-Uquefiable 13.3 3.99 1.76 43.64 212.42 1.88 1.95 Sands: clean to silty 11.59 0.54 1.24 168.25 208.26 1.00 1.9 1.9 Non-liquefiable 13.35 )5.25 4.24 43.80 200.95 2.61 2.08 Sand Mixtures: silty sand to sandy silt 15.09 0.52 1.41 158.89 224.46 1.00 1.9 1.9 Non-Uqueflable 13.4 5.68 4.36 43.96 274.85 2.07 1.91 Sands: clean to silty 10.68 0.52 1.20 217.00 260.44 1.00 1.9 1.9 Non-Liqueflable 13.45 6.09 1.96 44.13 296.82 2.05 1.89 Sands: clean to Iilty 10.15 0.52 1.18 234.01 275.97 1.00 1.9 1.9 Non-Uquefiable 13.5 !5.34 0.41 44.29 282.20 1.89 1.87 Sands: clean to silly 9.80 0.52 1.17 222.15 259.05 1.00 1.9 1.9 Non-Uquefiable 13.55 4.43 0.38 44.46 255.80 1.73 1.87 Sands: clean to silly 9.71 0.52 1.16 201.06 233.82 1.00 1.9 1.9 Non-Liquefiable 13.6 1 3.64 -0.06 44.62 241.10 1.51 1.84 Sands: clean to silly 9.05 0.52 1.14 189.21 215.48 1.00 1.9 1.9 Non-Liqueflable 13.65 3.13 0.15 44.78 230.60 1.36 1.82 Sands: clean to silty 8.57 0.52 1.12 180.69 202.75 1.00 1.9 1.9 Non-Uquefiable 13.7 )3.28 -0.58 44.95 167.89 1.95 2.03 Sands: clean to silly 13.84 0.52 1.34 131.36 176.64 1.00 1.9 1.9 Non-Uquefiable 13.75 2.62 -0.93 45.11 83.79 3.13 2.39 Sand Mixtures: silty sand to sand, silt 26.12 0.52 2.28 65.46 149.St 0.57 1.1 1.1 Uquefiable 13.8 2 0.09 45.28 44.30 4.51 2 79 Silt Mixtures: clayey silt to silly clay 45.47 0.52 aayey 26.77 aayey aayey Clayey 10.0 aayey 13.85 1.64 0.84 45.44 29.81 5.50 3.00 aays 58.29 0.52 aayey 17.37 a.yey aayey Clayey 10.0 aayey 13.9 0.99 1.63 45.60 29.52 3.36 2.86 Silt Mixtures: clayey silt to silty clay 49.74 0.52 aayey 17.12 aayey aayey Clayey 10.0 aayey 13.95 0.71 2.34 45.77 23.13 3.07 2.94 SIt Mixtures: clayey silt to silty clay 54.72 0.52 aayey 12.98 a.yey aayey Clayey 10.0 aayey 14 0.53 3.08 45.93 21.03 2.52 2.94 Silt Mixtures: clayey silt to silty clay 54.27 0.52 aayey 11.60 aayey aayey Clayey 10.0 aayey 14.05 0.36 4.03 46.10 20.64 1.75 2.86 S,lt Mixtures: clayeysilt to silty clay 49.39 0.52 aayey 11.31 aayey aayey Clayey 10.0 aayey 14.1 0.41 5 46.26 21.05 1.95 2.88 S,lt Mixtures: clayey silt to sllty clay 50.53 0.52 aayey 11.52 aayey aayey Clayey 10.0 aiyey 14.15 0.73 6.68 4642 22.37 3.27 2.98 aays 57.14 0.52 aayey 12.30 aayey aayey Clayey 10.0 aayey 14.2 1.02 12.28 46.59 31.13 3.29 2 85 S,lt Mixtures: clayey silt to silty clay 48.67 0.52 aayey 17.72 aayey aayey Clayey 10.0 aayey 14.25 1.63 16.18 46.75 39.67 4.13 2.82 Sit Mixtures: clayey silt to silty clay 46.96 0.52 a.yey 22.99 aayey aayey Clayey 10.0 Clayey 14.3 2.29 14.01 46.92 48.65 4.72 2.78 Silt Mixtures: clayey silt to silly clay 45.02 0.52 aayey 28.54 aayey aayey Clayey 10.0 aayey 14.35 2.71 7.14 47.08 43.78 6.20 2.90 Silt Mixtures: clayey silt to silty clay 52.20 0.52 aayey 25.46 aayey aayey Clayey 10.0 aayey 14.4 2.66 6.48 47.24 42.37 6.29 2.92 Silt MIxturel: clayey silt to silly clay 53 2S 0.52 aayey 24.51 aayey aayey Clayey 10.0 aayey 14.45 1.76 5.64 47.41 49.16 3.58 2.70 Silt Mixtures: clayey silt to silty clay 40.49 0.52 aayey 28.64 Clayey aavey Clayey 10.0 aayey 14.5 1 2.02 47.57 38.32 2.61 2.71 Silt Mixtures: clayey silt to silly clay 40.82 0.52 aayey 21.88 aayey aayey Clayey 10.0 aayey 14.55 0.72 2.18 47.74 25.72 2.80 2.89 Silt Mixtures: clayey silt to silty clay 51.31 0.52 aayey 14.06 aayey aayey Clayey 10.0 Clayey 14.6 0.54 3.55 47.90 18.84 2.87 3.04 aan 60.90 0.52 aayey 9.78 a,yey aayey Clayey 10.0 aayey 14.65 0.69 5.06 48.06 15.85 4.37 3.23 aays 75.07 0.52 aayey 7.91 aayey aayey Clayey 10.0 aayey 14.7 1.08 6.84 48.23 27.87 3.88 2.95 Silt Mixtures: clayey silt to silly clay 54.98 0.52 aiyey 15.20 aayey aayey Clayey 10.0 aayey 14.75 !1.77 6.66 48.39 108.27 1.64 2.12 Sand Mixturef: slity sand to sandy silt 1634 0.52 1.50 82.06 123.04 0.37 0.7 0.7 LIquefiable 14.8 1 2.5 5.67 48.56 121.36 2.06 2.16 Sand Mixtures: silty sand to sandy sllt 17.61 0.52 1.57 91.86 144.20 0.52 1.0 1.0 Liquefiable 14.85 2.86 5.09 48.72 96.45 2.97 2.34 Sand Mixtures: silty sand to sandy silt 24.17 0.52 2.10 72.90 152.85 0.60 1.1 1.1 Liquefiable 14.9 2.68 4.16 48.88 60.64 4.42 2.70 Silt Mixtures: clayey silt to silty clay 40.36 0.52 aavey 34.79 aayey aayey Clayey 10.0 14.95 1.91 3.85 49.05 37.44 5.11 2.91 Silt Mixtures: clayey silt to silty clay 52.90 0.52 aayey 20.73 aayey aayey Clayey 10.0 15 1.33 6.02 49.21 26.57 5 02 304 aays 61.55 0.52 aayey 14.13 aayey aayey Clayey 10.0 15.05 0.97 7.7 49.38 23.38 4.16 3.05 aays 61.79 0.52 aayey 12.17 aIvey aayey Clayey 10.0 15.1 0.81 11.74 49.S4 23.43 3.48 300 aays 58.58 0.50 aayey 12.13 aayey aayey Clayey 10.0 15.15 0.71 14.43 49.70 24.66 2.90 2.93 Silt Mixtures: clayey silt to silty clay 54.11 0.50 aayey 12.80 aayey aayev Clayey 10.0 15.2 0 15.68 49.87 24.47 0.00 2.66 Silt Mixtures: clayey silt to sitty clay 38.57 0.50 aayey 12.64 aayey aayey Clayey 10.0 15.25 0 16.37 50.03 22.48 0.00 2.70 Silt Mixtures: clayey silt to silty clay 40.64 0.50 aayey 11.42 aayey aayey Clayey 10.0 327.1 311 295.â‚¬ 294.f 270.4 212.4 200.5 274.f 296.f 282.9 255.f 241.1 230.â‚¬ 167.f 83.8 44.3 29.8 29.5 23.1 21 20.6 21 22.3 31 39.5 48.5 43.7 42.3 49.1 38.3 25.7 18.8 15.8 27.8 108.9 121.: 96.4 60.6 37.4 26.5 23.3 23.3 24.5 24.3 22.3 ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aayey a,yey aayey aayey 7 of 7 Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 11 Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:Il.45 Soil Prof le Ground Surface Elevation: ft rhicknes Unit Wt.Bottom (Sv )boL Exist. Groundwater Depth : 8 ft Layer (ft) (pcll Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data:3.6002 60 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -Grd (10) 5 60 3.600 Area Ratio:|0.85 1 (0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Plezoelem.:behind tip (behind tip)8 2***999 2?'' '''"'' i: r (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classlfication Kehoe Testing CPT Data CSR Ke Estimated Meas. Tip Side Dyn. Pore Corr. Tip Friction SBTInde*SBT Fines Cyclic Soil Depth Resist., %Friction, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stress aassif. (m)(tsf)(ts"(psi) (ft) (tsf)Rf(%) N (%)Ratio Factor 0.05 185.40 0.00 0.81 0.16 185.41 0.00 1.59 Sands: clean to silly 4.23 0.38 1.00 0.1 229.20 17.46 1.62 0.33 229.22 7.62 2.30 Sand Mixtures: silty sand to sandy silt 22.47 0.38 1.94 0.15 238.50 17.50 0.96 0.49 238.51 7.34 2.28 Sand Mixtures: silty sand to undy Illt 21.67 0.38 1.88 0.2 240.50 15.05 0.71 0.66 240.51 6.26 2.21 Sand Mixtures: silty sand to sandy silt 19.40 0.38 1.70 0.25 237.30 11.24 0.31 0.82 237.30 4.74 2.10 Sand Mixtures: silty sand to sandy silt 15.96 0.38 1.46 0.3 238.20 8.02 0.12 0.98 238.20 3.37 1.97 Sands: clean to silly 12.19 0.38 1.26 0.35 411.40 6.52 0.02 1.15 411.40 1.58 1.57 Sands: clean to silty 3.92 0.38 1.00 0.4 588.50 5.24 -0.35 1.31 588.SO 0.89 1.28 Gravelly sand to dense sand 0.21 0.38 100 0.45 423.90 4.09 -0.55 1.48 423.89 0.96 1.38 Sands: clean to slity 1.23 0.38 1.00 0.5 276.70 2.75 -0.37 1.64 276.70 0 99 1.48 Sands: clean to silty 2.61 0.38 1.00 0.55 165.10 2.25 -0.46 1.80 165.10 1.36 1.73 Sands: clean to silty 6.65 0.38 1.06 0.6 117.00 2.06 -0.41 1.97 117.00 1.76 1.91 Sands: clean to sllty 10.60 0.38 1.20 0.65 7150 1.99 -0.31 2.13 71.50 2.78 2.20 Sandi Mixtures: silty sand to sandy silt 18.96 0.38 1.66 0.7 43.60 1.81 -0.37 2.30 43.60 4.15 2.47 Sand Mixtures: silly sand to sandy silt 29.43 0.38 2.63 0.75 31.50 1.74 -0.37 2.46 31.50 5.52 2.66 Silt Mixtures: clayey silt to silty clay 38.31 0.38 aayey 0.8 24.70 1.69 -0.47 2.62 24.69 6.84 2.80 Silt Mixtures: clayey silt to silty clay 45.96 0.38 aayey 0.85 22.60 1.58 -0.85 2.79 22.59 6.99 2.83 Silt Mixtures: clayey silt to silty clay 47.91 0.38 aayey 0.9 22.50 1.53 -0.84 2.95 22.49 6.80 2.83 Sitt Mixtures: clayey silt to silry clay 47.48 0.38 aiyey 0.95 21.40 1.49 4.98 3.12 21.39 6.96 2.85 Silt Mixtures: clayey silt to silly clay 48.83 0.38 aayey 1 21.60 1.48 -0.53 3.28 21.59 6 85 2.84 Silt Mixtures: clayey silt to silly clay 48.37 0.38 aayey 1.05 22.40 1.47 -0.27 3.44 22.40 6.56 2.82 Silt Mixtures: clayey silt to silty clay 46.93 0.38 aayey 1.1 23.20 1.50 -0.20 3.61 23.20 6.47 2.80 Silt Mixtures: clayey silt to silly clay 46.05 0.38 aayey 1.15 24.20 1.45 -0.14 3.77 24.20 5.99 2.76 Silt Mixtures: clayey silt to silty clay 43.97 0.38 aayey 1.2 24.00 1.40 0.09 3.94 24.00 5.83 2.76 SIt Mixtures: clayey silt to silly clay 43.64 0.38 aayey 1.25 21.70 1.35 0.16 4.10 21.70 6.22 2.81 Sit Mi,[tures: clayey $ilt to silty clay 46.55 0.38 aayey ALBUS-KEEFE & ASSOCIATES, INC. Uquefactlon Jnalysts Corrected Factor of Uquefaction q aN for Fines CRR,,s'MSF Safety Susceptibility (4,1Ncs Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 280.38 280.38 1.00 NA NA Above High GWL 346.62 673.78 1.00 NA NA Above High GWL 360.68 676.63 1.00 NA NA Above High GWL 363.71 617 10 1.00 NA NA Above High GWL 358.87 525.26 1.00 NA NA Above High GWL 360.23 45539 1.00 NA NA Above High GWI 622.16 622.16 1.00 NA NA Above High GWL 889.98 889.98 1.00 NA NA Above High GWL 641.06 641.06 1.00 NA NA Above High GWL 418.45 418.45 1.00 NA NA Above High GWL 249.68 263.83 1.00 NA NA Above High GWL 176.94 211.82 1.00 NA NA Above High GWL 108.13 179.96 1.00 NA NA Above High GWL 65.94 173.38 100 NA NA Above High GWL 47.64 aayey aiyey NA NA Above High GWL 37.35 aayey aayey NA NA Above High GWL 34.18 aayey aayey NA NA Above High GWL 34.03 aayey a.yey NA NA Above High GWL 32.36 a,yey aayey NA NA Above High GWL 32.67 aayey aiyey NA NA Above High GWL 33.88 aayey aavey NA NA Above High GWL 35.09 aayev aavey NA NA Above High GWL 36.60 aayey aiyey NA NA Above High GWL 36.29 aayey aayev NA NA Above High GWL 32.82 Clayey aiyey NA NA Above High GWL Plate C-11 1 of 7 1.3 20.20 1.30 -0.68 4.27 20.19 6.44 2.84 Silt Mixtures: clayey silt to Illty clay 48.47 0.38 aayey 30.55 aayey aayey NA NA Above High GWL 1.35 19.20 1.25 -0.74 4.43 19.19 6.51 2.60 Silt Mixtures: clayey silt to silly clay 35.50 0.38 a.yey 71.25 aayey aiyey NA NA Above High GWL 1.4 18.80 1.20 4.68 4.59 18.79 6.38 2.61 Silt Mixtures: clayey silt to silly clay 35.97 0.38 aayey 67.22 aiyey aayey NA NA Above High GWL 1.45 18.30 1.19 4.99 4.76 18.29 6.50 2.64 Silt Mixtures: clayey silt to silly clay 37.15 0.38 aayey 63.11 aayey aiyey NA NA Above High GWL 1.5 18.00 1.19 -1.59 4.92 17.98 6.61 2.66 Silt Mixtures: clayey silt to silty clay 38.17 0.36 aayey 59.96 aayey aiyey NA NA Above High GWL 1.55 17.90 1.17 -1.59 5.09 17.88 6.54 2.66 Silt Mixtures: clayey silt to silry clay 3834 0.36 aiyey 57.67 aayey aayey NA NA Above High GWL 1.6 17.70 1.09 -1.68 5.25 17.68 6.16 2.66 Silt Mixtures: clayey silt to silty clay 38.17 0.36 aayey 55.20 a,yey aayey NA NA Above High GWL 1.65 17.30 1.12 -1.62 5.41 17.28 6.47 2.69 Silt Mixtures: clayey silt to silty Clay 39.85 0.36 aayey 52.26 aiyey aayey NA NA Above High GWL 1.7 17.00 1.12 -2.21 5.58 16.98 6.59 2.71 Silt Mixtures: clayey silt to silty clay 40.89 0.36 aayey 49.80 aayey aayey NA NA Above High GWL 1.75 18.10 1.13 -2.07 5.74 18.08 6.24 2.68 Silt Mixtures: clayey s,lt to silty clay 39.43 0.36 aayey Sl.54 aayev aayey NA NA Above High GWL 1.8 18.40 1.13 -1.77 5.91 18.38 6.14 2.68 Silt Mixtures: clayey silt to silty clay 39.33 0.36 aavey 50.93 aayey aayey NA NA Above High GWL 1.85 18.40 1.13 -1.84 6 07 18.38 6 14 2.69 5,11 Mixtures: clayey silt to s,Ity clay 39.76 0.36 aayey 49.53 aayey Clayey NA NA Above High GWL 1.9 18.60 1.14 -1.71 6.23 18.58 6.13 2.69 Silt Mixtures: clayey sitt to silty clay 39.98 0.36 aayey 48.73 aayey Clayey NA NA Above High GWL 1.95 18.60 1.16 -1.84 6.40 18.58 6.24 2.70 Silt Mixtures: clayey silt to lilty clay 40.69 0.36 aiyey 47.46 a.yey aayey NA NA Above High GWL 2 18.90 1.19 -1.96 6.S6 18.88 6.30 2.71 9lt Mixtures: clayey silt to s.lty clay 41.01 0.36 aayey 4701 a.yey aayey NA NA Above High GWL 2.05 19.20 1.21 -1.96 6.73 19.18 6.30 2.71 Sat Mixtures: clayey silt to silly clay 41.17 0.36 aayey 46.58 aayey aayey NA NA Above High GWL 2.1 19.20 1.20 -1.88 6.89 19.18 6.25 2.72 Silt Mixtures: clayey silt to silty clay 41.41 0.36 a.yey 45.45 aayey NA NA Above High GWLa.yey 2.15 18.80 1.16 -1.85 7.05 18.78 6.17 2.73 Silt Mixtures: clayey silt to silty Clay 41.92 0.36 aayey 43.42 aayey aayey NA NA Above High GWL 2.2 18.70 1.16 -1.69 7.22 18.68 6.20 2.74 Silt Mixtures: clayey silt to zilty clay 42.49 0.36 aayey 42.18 aayey aayey NA NA Above High GWL 2.25 18.80 1.19 -1.52 7.38 18.78 6.33 2.75 Silt Mixtures: clayey silt to silty clay 43.14 0.36 aayey 41.45 aayey aayey NA NA Above High GWL 2.3 19.80 1.22 -1.49 7.55 19.78 6.16 2.73 Silt Mixtures: clayey silt to silty clay 42.16 0.36 a@Yey 42.73 aayey aayey NA NA Above High GWL 2.35 21.10 1.25 -1.40 7.71 21.08 5.92 2.71 Silt Mixtures: clayey Ilt to slity clay 40.78 0.36 aayey 44.61 (3@yey aayey NA NA Above High GWL 2.4 22.10 1.28 -1.40 7.87 22.08 5.79 2.69 Silt Mixtures: clayey silt to silly clay 39.99 0.36 aayey 45.78 aayey aayey NA NA Above High GWL 2.45 22.90 1.30 -1.40 8.04 22.88 5.68 2.68 Sit Mixtures: clayey silt to silly clay 39.37 0.36 aayey 46.60 Clayey aavey Clayey 10.0 aayey 2.5 22.40 1.17 -1.32 8.20 22.39 5.22 2.66 Silt Mixtures: clayey silt to silty clay 38.51 0.38 aayey 45.09 aayey aayey Clayey 10.0 aayey 2.55 19.50 1.04 -2.43 8.37 19.47 5.33 2.72 Silt Mixtures: clayey silt to silty Clay 41.31 0.38 aavey 38.73 aayey aayey Clayey 10.0 Clayey 2.6 13.60 0.95 -1.32 8.53 13.59 6.99 2.92 Silt Mixtures: clayey sitt to silty clay 53.23 0.38 aayey 26.43 aayey aayey Clayey 10.0 aayey 2.65 13.00 0.88 -0.65 8.69 12.99 677 2.93 Stlt Mixtures: clayey silt to silly clay 53.78 0.38 aayey 24.96 a.yey Clayey Clayey 10.0 aayey 2.7 12.60 0.90 -0.38 8.86 12.60 7.14 2.96 aays SS.73 0.38 Clayey 23.91 aayey aayey Clayey 10.0 a.yey 2.75 12.70 0.93 -0.26 9.02 12.70 7.32 2.97 aays 56.28 0.38 aayey 23.87 aayey aayey Clayey 10.0 aayey 2.8 12.90 0.99 -0.08 9.19 12.90 7.67 2.98 aays 57.11 0.40 aayey 24.02 aayey aayey Clayey 10.0 aayey 2.85 13.20 1.00 -0.05 9.35 13.20 7.58 2.97 aays 56.56 0.40 aayey 24.36 aiyey aayey Clayey 10.0 aiyey 2.9 12.60 0.97 0.01 9.51 12.60 7.70 2.99 aays 58.14 0.40 aayey 22.97 aayey a,yey Ciayey 10.0 aavey aayey 21.61 Cave,aayey Clayey 10.0 aayey aayey 21.78 aayey aayey Clayey 10.0 aiyey aayey 19.90 aayey aayey Clayey 10.0 a,yey aayey 17.86 aayey aayey Clayey 10.0 aayey a 16.96 aayey aayey Clayey 10.0 aayey aiyey 17.16 aaveY aayey Clayey 10.0 aayey aayey 16.63 aayey aayey Clayey 10.0 aayey Cave,16.48 aayey aayey Clayey 10.0 aavey aayey 16.68 aayey aayey Clayey 10.0 aayey aayey 16.70 aayey aayey Clayey 10.0 aayey Clayey aayey aayey aayey 2.95 12.00 3 12.20 1.05 11.30 3.1 10.30 1.15 9.90 3.2 10.10 3.25 9.90 3.3 9.90 3.35 10.10 3.4 10.20 3.45 10.40 3.5 9.20 3.55 9.20 3.6 0.95 0.07 9.68 12.00 7.92 3.02 airs 60.06 0.40 0.91 0.10 9.84 12.20 7.46 3.00 aays 58.66 0.40 0.83 0.10 10.01 11.30 7.3S 3.03 aavi 6035 0.40 0.78 0.10 10.17 10.30 7.57 3.07 aan 63.49 0.42 0.74 0.20 10 33 9.90 7.47 3.09 aays 64.45 0.42 0.74 0.20 10.50 10 10 7.33 3.08 aays 63.75 0.42 0.73 0.25 10.66 9.90 7.37 3.09 aaYs 64.64 0.42 0.71 0.29 10.83 9.90 7.17 3.08 aays 64.29 0.42 0.74 0.29 10.99 10.10 7.33 3.09 aays 64.46 0.42 0.78 0.29 11.15 10.20 7.65 3.10 aays 65.36 0.42 0.73 0.30 11.32 10.40 7.02 3.07 aays 63.27 0.42 0.64 0.39 11.48 9 20 6.96 3.11 a.vs 66.54 0.44 0.65 0.40 11.65 9.20 7.07 3.12 aays 67.12 044 0.67 0.48 11.81 9.11 7.36 3.14 aays 68.56 0.44 ALBUS-KEEFE & ASSOCIATES, INC. 16.89 aayey aayey Clayey 10.0 aayey 14.67 aayey aayey Clayey 10.0 aayey 14.53 a,yey aayey Clayey 10.0 aayey 14.23 Clayey aiyey Clayey 10.0 AA aayey 2 of 1 9.50 10.00 13.30 16.50 3.65 0.70 0.48 11.98 9.51 7.37 3.13 aays 67.64 0.44 aayey 14.77 aayey aayey Clayey 10.0 aayey 3.7 9.90 0.71 0.48 12.14 9.91 7.17 3.11 aays 66.17 0.44 aayey 15.31 aayey aayey Clayey 10.0 aayey 3.75 9.30 0.69 0.67 12.30 9.31 7.42 3.15 aaYS 68.86 0.44 aayey 14.18 aayey O@Yey Clayey 10.0 aayey 3.8 9.00 0.67 0.67 12.47 9.01 7.44 3.16 aays 70.10 0.44 aayey 13.56 aayey aayey Clayey 10.0 aayey 3.85 9.70 0.69 0.76 12.63 9.71 7.11 3.12 aaYS 67.24 0.44 a.yey 14.58 aayey aayey Clayey 10.0 aayey 3.9 9.70 0.69 0.79 1280 9.71 7.11 3.13 aars 67.47 0.44 aayey 14.45 aayey aayey Clayey 10.0 a.yey 3.95 9.80 0.67 0.85 12.96 9.81 6.84 3.11 aa'A 66.57 0.46 aayey 14.49 aayey aayey Clayey 10.0 aayey 4 9.90 0.65 0.86 13.12 9.91 6.57 3.10 aay;65.66 0.46 aayey 14.52 aayey aayey Clayey 10.0 aayey 4.05 10.00 0.68 0.98 13.29 10.01 6.80 3.11 aays 66.35 0.46 aayey 14.55 a,yey aayey Clayey 10.0 aayey 4.1 10.30 0.70 1.04 13.45 10.31 6.80 3.10 aaYS 65.75 0.46 aayey 14.90 aayey aayey Clayey 10.0 aayey 4.15 9.90 0.72 1.04 13.62 9.91 7.27 3.14 aays 6833 0.46 aayey 14.15 aayey aayey Clayey 10.0 aayey 4.2 9.30 0.70 1.04 13 78 9.31 7.53 3.18 aavs 71.31 0.46 aayey 13.11 aayey a.yey Clayey 10.0 aayey 4.25 8.50 0.66 1.12 13.94 8.51 7.76 3.23 aays 74.97 0.46 aiyey 11.77 aayey aayey Clayey 10.0 aayey 4.3 8.30 0.65 1.14 14.11 8.31 7.83 3.24 aays 76.16 0.46 aayey 11.36 a.yey aayey Clayey 10.0 aayey 4.35 8.30 0.58 1.14 14.27 8.31 6.99 3.21 aays 73.81 0.46 C.yey 11.27 aayey aayey Clayey 10.0 a'yey 4.4 7.90 0.55 1.27 14.44 7.91 6.96 323 aavs 75.54 0.46 aayey 10.57 aayey aayey Clayey 10.0 aayey 4.45 8.40 0.56 1.39 14.60 8.42 6.67 3.20 aays 72.88 0.48 aiyey 11.23 a,yey aayey Clayey 10.0 aayey 4.5 9.30 0.62 1.51 14.76 9.32 6.67 3.16 aays 70.02 0.48 a@yey 12.47 aayey a.yey Clayey 10.0 aayey 4.55 11.00 0.66 1.51 14.93 11.02 6.00 307 aays 63.28 0.48 aayey 14.87 aayey aayey Clayey 10.0 aayey 4.6 11.80 0.74 1.58 15.09 11.82 6.27 3.06 aars 62 52 0.48 aayey 15.92 aayey aayey Clayey 10.0 aayey 4.65 12.30 0.74 1.61 15.26 12.32 6.02 3.03 aays 60.79 0.48 aayey 16.52 Clayey aayey Clayey 10.0 aayey 4.7 14.20 0.75 1.71 15.42 14.22 5.28 2.95 Silt Mixtures: clayey silt to silty clay 54.90 0.48 a.yey 19.14 aayey aiyey Clayey 10.0 CIayey 4.75 12.80 0.77 1.89 15.58 12.82 6.02 3.02 Clays 60.14 0.48 aayey 16.99 aayey Clayey Clayey 10.0 aayey 4.8 11.70 0.77 1.89 15.75 11.72 6.58 3.09 aays 64.52 0.48 aiyey 15.30 Clayey 10.0 aayeyaayey0@Yey 4.85 10.70 0.73 1.89 15.91 10.72 6.82 3.13 Clays 6797 0.48 aayey 13.77 Clayey 0@Yey Clayey 10.0 aayery 4.9 10.10 0.67 1.90 16.08 10.12 6.63 3.15 aays 69.24 0.48 aiyey 12.82 aayey aayey Clayey 10.0 aayey 4.95 10.60 0.67 2.03 16.24 10.62 6.32 3.12 aays 67.01 0.48 aayey 13.42 aayey aiyey Clayey 10.0 aayey 5 10.90 0.70 2.07 16.40 10.92 6.42 3.12 aavs 66.76 0.48 aayey 13.73 aayey aayey Clayey 10.0 aayey 5.05 10.80 0.71 2.07 16.57 10.82 6.57 3.13 aays 67.72 0.50 aayey 13.49 aayey aiyey Clayey 10.0 aavey 5.1 10.80 0.70 2.07 16 73 10.82 6.48 3.13 aays 67.62 0.50 aayey 13.39 aayey 0@Yey Clayey 10.0 aayey 5.15 10.00 0.66 2.17 16.90 10.02 6.60 3.17 aays 70.48 0.50 aayey 12.21 aayey aavey Clayey 10.0 aayey 5.2 8.80 0.58 2.17 17.06 8.82 6.59 3.22 airs 74.67 0.50 aayey 10.50 a.yey aayey Clayey 10.0 aayey 5.25 7.80 0.54 2.26 17 22 7.82 6.92 3.29 aays 80.10 0.50 aayey 9.07 aavey aayey Clayey 10.0 aayey 5.3 7.10 0.49 2.26 17.39 7.12 6.90 3.33 aays 83.70 0.so aayey 8.07 aayey aayey Clayey 10.0 aayey 5.35 7.50 0.57 2.36 17.55 7.53 7.60 3.34 aays 84.23 0.50 aayey 8.54 aayey 0@yey Clayey 10.0 Gayey 5.4 11.30 0.60 2.61 17.72 11.33 5.31 3.07 aays 63.39 0.50 aayey 13.47 a.yey aayey Clayey 10.0 aayey 5.45 11.20 0.62 2.70 17.88 11.23 5.54 3.09 aays 64.67 0.50 aayey 13.25 aavey aave,Clayey 10.0 aayey 5.5 10.20 0.60 2.73 1804 10.23 5.88 3.15 aays 68.86 0.50 aayey 11.85 a.yey aavey Clayey 10.0 aayey 5.55 9.40 0.55 2.81 18.21 9.43 5.85 3.18 aars 71.48 O.SO a.yey 10.73 a.yey aayey Clayey 10.0 aayey 5.6 8.90 0.57 2.92 18.37 8.93 6.40 323 aays 75.45 0.50 aayey 10.01 aayey aayey Clayey 10.0 aayey 5.65 8.40 0.63 2.92 18.54 8.43 7.50 3.30 aaYS 81.30 0.50 aayey 9.30 aayey aayey Clayey 10.0 aavey 5.7 8.70 0.67 2.92 18.70 8.73 7.70 3.30 aays 80 93 0.50 aayey 9.61 aayey a.yey Clayey 10.0 aayey 5.75 9.00 0.66 2.96 18 86 9.03 7.33 3.27 aays 78.83 0.50 aayey 9.92 aayey aavey Clayey 10.0 aavey 5.8 9.40 0.67 3.01 19.03 9.43 7.13 3.25 aays 76.93 0.52 aayey 10.35 aayey aayey Clayey 10.0 aayey 5.85 0.63 3.01 1919 10.03 6.30 3.19 aays 72.36 0.52 aiyey 11.03 a.yey aayey Clayey 10.0 aayey 5.9 0.62 3.11 19.36 13.33 4.66 3.00 aays 58.20 0.52 aayey 15.04 aiyey aayey Clayey 10.0 aiyey 5.95 0.72 3.16 19.52 16.53 4.36 2.90 Silt Mixtures: clayey silt to silty clay 51.81 0.52 aayey 18.88 aayey aayey Clayey 10.0 aayey Plate C-11 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 17.20 0.85 3.12 19.69 17 23 4.94 2.92 Silt Mixtures: clayey sitt to silty clay 53.22 0.52 aayey 19.62 aayey aayey Clayey 10.0 aayey 6.05 15.50 0.91 2.88 19.85 15.53 5.87 3.01 aays 59.18 0.52 a.yey 17.42 aayey aayey Clayey 10.0 a,yey 6.1 14.60 0.88 2.47 20.01 14.63 6.03 3.04 aays 61.41 0.52 aayey 16.22 Clayey aayey Clayey 10.0 Clayey 6.15 14.60 0.89 1.18 20.18 14.61 6 10 3.05 aays 61.80 0.52 aayey 16.12 aiyey aayey Clayey 10.0 aayey 6.2 15.10 0.80 0.51 20.34 15.11 5.30 3.00 aays 5830 0.52 aayey 16.61 aayey aayey Clayey 10.0 aayey 6.25 17.20 0.73 0.29 20.51 17.20 4.24 2.89 Silt Mixtures: clayey filt to silty clay 51.19 0.52 aayey 19.01 aayey aayey Clayey 10.0 aayey 6.3 20.30 0.75 0.44 20.67 20.30 3.69 2.79 S,It Mixtures: dave, silt to silty Clay 45.32 0.52 aayey 22.56 aayey aavey Clayey 10.0 aiyey 6.35 18.50 0.87 -1.15 20.83 18.49 4.70 2.89 S,lt Mixtures: Clayey slit to silty clay 51.60 0.52 aayey 20.30 aayey aayey Clayey 10.0 aayey 6.4 17.60 0.91 -3.43 21.00 17.56 5.17 2.94 S,lt Mixtures: clayey Illt to silty clay 54.64 0.52 aayey 19.13 aayey aayey Clayey 10.0 aayey 6.45 14.80 0.90 -3.37 21.16 14.76 6.08 3.06 aays 6233 0.52 aiyey 15.75 aayey aayey Clayey 10.0 aayey 6.5 12.90 0.91 -3.28 21.33 12.86 7.05 3.15 aays 69.49 0.52 (Ivey 13.45 aayey aayey Clayey 10.0 aayey 6.55 12.40 0.92 -3.21 21.49 12.37 7.42 3.19 aa'r,$71.97 0.52 aayey 12.79 aayey aayey Clayey 10.0 aayey 6.6 12.20 0.95 -3.09 21.65 12.17 7.79 3.21 aays 73.74 0.52 aayey 12.48 aayey aayey Clayey 10.0 aayey 6.65 12.00 0.89 -3.01 21.82 11.97 7.42 3.20 aays 73.32 0.52 aayey 12.18 aiyey aayey Clayey 10.0 aayey 6.7 10.80 0.80 -3.00 21.98 10.77 7.41 3.25 aays 76.86 0.52 aayey 10.74 a@yey aayey Clayey 10.0 aayey 6.75 11.20 0.78 -2.90 22.15 11.17 6.96 3.22 aays 74.45 0.52 aayey 11.12 aiyey aayey Clayey 10.0 aayey 6.8 15.30 0.72 -2.90 22.31 15.27 4.71 2.99 aaYS 57.50 0.54 a.yey 15.65 aayey aayey Clayey 10.0 aayey 6.85 20.50 0.65 -2.90 22.47 20.47 3.17 2.77 Silt Mixtures: clayey silt to silty clay 44.02 0.54 aayey 21.35 aiyey aayey Clayey 10.0 aayey 6.9 26.00 0.60 -2.81 22.64 25.97 2.31 2.59 Sand Mixtures: silty sand to sandy silt 34.71 0.54 3.25 27.71 89.95 0.21 0.4 0.4 Liquefiable 6.95 25.50 0.54 -2.81 22.80 25.47 2.12 2.59 Sand Mixtures: silty $and to sandy silt 34.65 0.54 3.24 26,04 84.34 0.20 0.4 0.4 liquefiable 7 26.30 0.49 -2.81 22.97 26.27 1.86 2.54 Sand Mixtures: silty Ard to sandy silt 32.59 0.54 2.99 26.79 80.07 0.19 0.3 0.3 liqueflable 7.05 26.60 0.46 -2.71 23.13 26.57 1.73 2.52 Sand Mixtures: silty sand to sandy silt 31.57 0.54 2.87 27.02 77.54 0.18 0.3 0.3 Liquefiable 7.1 26.40 0.38 -2.74 23.29 26.37 1.44 2.48 Sand Mixtures: silty sand to sandy silt 29.68 0.54 2.66 26.75 71.07 0.16 0.3 0.3 Liquefiable 7.15 26.80 0.44 -2.71 23.46 26.77 1.64 2.51 Sand Mixtures: silry sand to sandy silt 30.94 0.54 2.80 27.09 75.77 0.17 0.3 0.3 Liquefiable 7.2 28.6 0.52 -2.71 23.62 28.57 1.82 2.51 Sand Mixtures: silty sand to sandy silt 31.09 O.S4 2.81 28.83 81.16 0.19 0.3 0.3 Liqueflable 7.25 31.8 0.8 -2.43 23.79 31.77 2.52 2.56 Sandi Mixtures: silly sand to sandy silt 33.44 0.54 3.09 31.98 98.82 0.25 0.5 0.5 liquefiable 7.3 32.1 1.01 -2.43 23.95 32.07 3.15 2.62 Silt Mixtures: clayey silt to silty clay 36.17 0.54 aiyey 32.64 aayey aayey Clayey 10.0 0@yey 7.35 32.4 1.45 -2.4 24.11 32.37 4.48 2.72 Silt Mixtures: clayey illt to silly clay 41.48 0.54 Clayey 32.79 aayey Clayey Clayey 10.0 a,yey 7.4 32.4 1.45 -2.51 24.28 32.37 4.48 2.72 Silt Mixtures: clayey silt to silly clay 41.58 0.54 aayey 32.61 aayey aayey Clayey 10.0 aayev 7.45 38 1.37 -2.82 24.44 37.97 3.61 2.60 Silt Mixtures: clayey silt to silt, clay 35.53 0.54 aayey 38.31 aayey aayey Clayey 10.0 aayey 7.5 39.6 1.2 -3.14 24.61 39.57 3.03 2.54 Sandi Mixtures: silly land to sandy silt 32.65 0.54 3.00 39.33 117.86 0.34 0.6 0.6 Uquefiable 7.55 25.5 0.79 -4.46 24.77 25.45 3.10 2.70 Ntt Mixtures: clayey silt to silty clay 40.71 0.54 aayey 24.94 aayey aayey Clayey 10.0 a@yey 7.6 15.2 0.78 -4.53 24.93 15.15 S.13 3.05 air$61.65 0.54 aavey 14.16 aayey aayey Clayey 10.0 aayey 7.65 12.8 0.76 -3.65 25.10 12.76 5.94 3.16 aays 69.84 0.54 aavey 11.61 aayey aiyey Clayey 10.0 aayey 77 11.2 0.72 -3.65 25.26 11.16 6.43 3.24 aays 76.11 0.54 aayey 9.91 aayeY aayey Clayey 10.0 aayey 7.75 10.6 0.64 -3.65 25.43 10.56 6.04 3.25 aays 76.80 0.54 aayey 9.24 aavey aayey Clayey 10.0 aayey 7.8 10.9 0.61 -3.59 25.S9 10.86 5.60 3.22 aays 74.34 0.54 a.yey 9.49 aayey aayey Clayey 10.0 aayey 7.85 11.1 0.67 -3.56 25.75 11.06 6.04 3.23 aaYS 75.54 0.54 aayey 9.64 a,yey aayey Clayey 10.0 aayey 7.9 11.6 0.7 -3.51 25.92 11.56 6.03 3.22 aays 74.21 0.54 aayey 10.08 aayey aavey Clayey 10.0 aayey 7.95 16.6 0.86 -3.46 26.08 16.S6 5.18 3.03 aays 60.39 0.54 a.yey 15.02 aayey aayey Clayey 10.0 aayey 8 22.7 1.18 -3.46 26.25 22.66 5.20 2.91 Silt Mixtures: clayey silt to silly clay 52.77 0.54 aiyey 21.01 aavey aayey Clayey 10.0 aavey 8.05 25.2 1.49 -3.46 26.41 25.16 5.91 2.91 S,lt Mixtures: clayey silt to silty clay 52.92 0.54 aayey 23.38 aayey aayey Clayey 10.0 aayey 8.1 24.9 1.55 -3.46 26.57 24.86 6.22 2.94 Silt Mixtures: clayey Silt to silly clay 54.29 0.54 aiyey 22.96 aayey aayey Clayey 10.0 aayey 8.15 23.1 1.48 -3.46 26.74 23.06 6.41 2.97 aays 56.71 0.54 aayey 21.08 aayey aayey aayey aayey 8.2 19.9 1.32 -3.48 26.90 19.86 6.63 3.04 aars 3.25 17.2 1.14 -3.56 27.07 17.16 6.63 3.10 aays 8.3 0.98 -3.56 27.23 16.36 5.98 309 aays 61.21 0.56 aayey 17.85 65.23 0.56 Clayey 15.14 64.54 0.56 aiyey 14.28 ALBUS-KEEFE & ASSOCIATES, INC. a.yey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aaye,Clayey 10.0 aayey e C-11 4 of 7 15.6 13.3 11.8 11.7 12.2 12.7 13.3 14.4 15.9 15.9 15 14.2 14 14.6 16.4 17.5 16.7 18.3 24.3 31.5 29 27.9 29.5 30.3 30.3 31.2 34 26.5 22.7 25.5 24.6 23.9 24.1 29.6 36.1 141.5 134.5 132.4 161.5 174.1 191.6 191.6 162.1 116.7 99.4 83.4 68.8 8.35 0.91 -3.56 27.40 15.56 5.83 3.10 aays 65.61 0.56 a@Yey 13.44 aavey aayey Clayey 10.0 aayey 8.4 0.89 -3.56 27.56 13.26 6.69 321 aays 73.61 0.56 aiyey 11.16 aayey aayey Clayey 10.0 aiyey 8.45 0.9 -3.56 27.72 11.76 7.63 3.30 aays 80.87 0.56 aayey 9 67 aayey a.yey Clayey 10.0 aayey 8.5 0.9 -3.56 27.89 11.66 7.69 3.31 aaYS 81.55 0.56 a,yey 9.52 aayey aayey Clayey 10.0 aayey 8.55 0.9 -3.48 28.05 12.16 7.38 3.28 aays 79.24 0.56 aayey 9.95 aiyey aayey Clayey 10.0 aayey 8.6 0.87 -3.56 28.22 12.66 6.85 3.24 aays 76.31 0.56 a.yey 10.36 aayey aayey Clayey 10.0 aayey 8.65 0.83 -3.56 28.38 13.26 6.24 3.20 aays 72.85 0.56 aavey 10.87 aayey aayey Clayey 10.0 aayey 8.7 0.77 -3.52 28.54 14.36 5.35 3.12 aays 67.20 0.56 aayey 11.84 aayey aayey Clayey 10.0 aayey 8.75 0.74 -3.46 28.71 15.86 4.65 305 aays 61.64 0.56 aayey 13.17 aayey Clayey Clayey 10.0 aayey 8.8 0.78 -3.46 28.87 15.86 4.91 3.06 aaYS 62.80 0.56 aavey 13.10 aayey aayey Clayey 10.0 aayey 8.85 0.86 -3.46 29.04 14.96 5.73 3.13 aays 67.82 0.56 a,yey 12.21 aayey aayey Clayey 10.0 aayey 8.9 0.89 -3.46 29.20 14.16 6.27 3.18 aars 71.58 0.56 aayey 11.41 aayey aayey Clayey 10.0 aayey 8.95 0.84 -3.46 29.36 13.96 6.00 3.18 aaYS 71.23 0.56 aayey 11.17 aayey aayey Clayey 10.0 aayey 9 0.86 -3.37 29.53 14.56 589 3.16 aays 69.65 0.56 aavey 11.66 aiyey aayey Clayey 10.0 aayey 9.05 1.04 -3.41 29.69 16.36 6.34 3.13 aays 67.81 0.56 aayey 13.23 aayey aayey Clayey 10.0 aayey 9.1 1.17 -3.46 29.86 17.46 6.69 3.12 aays 67.17 0.56 aayey 14.16 aayey aiyey Clayey 10.0 aayey 9.15 1.14 -3.46 30.02 16.66 6.83 3.15 aays 69.13 0.56 aayey 13.37 a.yey aiyey Clayey 10.0 aayey 9.2 0.92 -3.41 30.18 18.26 5.03 3.03 aays 60.35 0.56 aayey 14.74 aayey aayey Clayey 10.0 aayey 9.25 0.97 -3.37 30.35 24.26 3.99 2.85 Silt Mixtures: clayey silt to silty clay 49.17 0.56 a.yey 20.01 aayey aavey Clayey 10.0 aayey 9.3 1.08 -3.37 30.51 31.46 3.43 2.72 Silt Mixtures: clayey silt to silty clay 41.30 0.56 aayey 26.29 aayey aayev Clayey 10.0 aayey 9.35 1.1 -3.28 30.68 28.96 3 79 2.78 S,lt Mixtures: clayey silt to silry clay 44.65 0.56 a.vey 23.97 aayey aayey Clayey 10.0 aayey 9.4 1.15 -3.28 30.84 27.86 4.12 2.82 Silt Mixtures: clayey silt to Illty clay 46.93 0.56 aayey 2289 aayey a.yey Clayey 10.0 aayey 9.45 1.24 -3.18 31.00 29.47 4 20 2.80 Silt Mixtures: clayey silt to silly clay 46.17 0.56 aayey 24.19 aayey aayey Clayey 10.0 aayey 9.5 1.47 -3.18 31.17 30.27 4.85 2.84 Silt Mixtures: clayey silt to silty clay 48.15 0.56 aayey 24.78 aayey aayey Clayey 10.0 aayey 9.55 1.75 -3.18 31.33 30.27 5.78 2.89 Sllt Mixtures: clayey silt to silly clay 51.41 0.56 aayey 24.67 aayey aayev Clayey 10.0 aayey 9.6 1.93 -3.09 31.50 31.17 6.19 2.90 kit Mixtures: clayey ult to silty clay 52.16 0.56 aayey 25.34 aayey aayey Clayey 10.0 aayey 9.65 1.71 -3.09 31.66 33.97 5.03 2.81 S,It Mixtures: clayey silt to silly clay 46.65 0.56 aayey 27.64 aayey aayey Clayey 10.0 aayey 9.7 1.56 -3.09 31.82 26.47 5.89 2.95 Sllt Mixtures: clayey silt to slity clay 55.10 0.56 aavey 21.09 aayey aayey Clayey 10.0 aayey 9.75 1.44 -3.09 31.99 22.67 6.34 3.03 aays 60.50 0.56 aayey 17.75 aayey aayely Clayey 10.0 aayey 9.8 1.31 -3.09 32.15 25.47 5.14 2.93 Silt Mixtures: clayey silt to silty clay 53.63 0.56 aayey 20.05 a,yey aayey Clayey 10.0 clayey 9.85 1.24 -3.09 32.32 24.57 504 2.94 SIt Mixtures: clayey silt to silty clay 54.23 0.56 aayey 19.20 aayey aayey Clayey 10.0 aayey 9.9 1.19 -3.09 32.48 23.87 4.98 2.94 Silt Mixtures: clayey silt to stir, clay 54.81 0.56 aayey 18.52 aayey aayey Clayey 10.0 aayey 9.95 1.26 -3.05 32.64 24 07 5.23 2.96 aays 55.62 0.56 aayey 18.61 aayey aayey Clayey 10.0 aayey 10 1.68 -2.9 32.81 29.57 568 2.91 SIt Mixtures: clayey silt to silly clay 52.43 0.56 aayey 23.13 aayey aayey Clayey 10.0 aayey 10.05 2.43 -2.81 32.97 36.07 6.73 2.89 Silt Mixtures: clayey sllt to silty Clay 51.45 0.56 aayey 28.45 aayey aayey Clayey 10.0 aayey 10.1 3.95 -2.62 33.14 141.47 2.79 2.16 Sand Mixtures: silty sand to sandy Iilt 17.77 0.56 1.58 125.38 198.12 1.00 1.8 1.8 Non-Uquefiable 10.15 5.08 -3.09 33.30 134.47 3.78 2.28 Sandi Mixtures: silty sand to sandy silt 21.79 0.56 1.89 118.94 224.33 1.00 1.8 1.8 Non-liquefiable 10.2 5.81 -5.05 33.46 132.35 4.39 2.34 Sand Mixtures: silty sand to sandy silt 23.90 0.56 2.07 116.85 242.08 1.00 1.8 1.8 Non-liquefiable 10.25 5.43 -7.04 33.63 161.42 3.36 2.19 Sand Mixtures: silty sand to sandy silt 18.72 0.56 1.65 142.26 234.30 1.00 1.8 1.8 Non-Liqueflable 10.3 6.9 -8.06 33.79 174.01 3.96 2.23 Sand Mixtures: silty sand to sandy gil 20.03 0.56 1.74 15306 267.09 1.00 1.8 1.8 Non-Uquefiable 10.35 8.62 -8.16 33.96 191.51 4.SO 2.25 Sand Mixtures: silty sand to sandy silt 20.81 0.56 1.81 168.13 303.59 1.00 1.8 1.8 Non-Liquefiable 10.4 8.91 -8.16 34.12 191.St 4 65 2.27 Sand Mixtures: silty sand to sandy silt 21.2S 0.56 1.84 167.80 309.04 1.00 1.8 1.8 Non-Liquefiable 10.45 7.94 -8.33 34.28 162.01 4.90 2.33 Sand Mixtures: silty sand to sandy silt 23.48 0.56 2.03 141.70 288.14 1.00 1.8 1.8 Non-liquefiable 10.5 6.47 -8.69 34.4S 116.61 5.54 2.45 Sand Mixtures: silly sand to sandy silt 28.70 0.56 2.55 101.82 259.57 1.00 1.8 1.8 Non-Uquefiable 10.55 5.05 -9.01 34.61 99.30 5.08 2.47 Sand Mixtures: sitty sand to sandy silt 29.30 0.56 2.61 86.56 226.29 1.00 1.8 1.8 Non-Liqueflable 10.6 4.27 -9.1 34.78 83.30 5.12 2.52 Sand Mixtures: silly sand to sandy silt 31.63 0.56 2.88 72.49 208.57 100 1.8 1.8 Non-Uquefiable 10.65 3.92 -9.19 34.94 68.70 5.70 2.65 Silt Mixtures: clayey silt to silty Clay 37.65 0.56 aayey 53.11 aayey aayey Clayey 10.0 aayey Plate C-ll ALBUS-KEEFE & ASSOCIATES, INC.5 of 7 10.7 54.4 3.77 -9.19 35.10 54.30 6.93 2.78 10.75 54.7 3.42 -9.19 35.27 54.60 6.25 2.75 10.8 68.3 3.68 -9.13 35.43 68.20 5.39 2.63 10.85 61.1 4.23 -9.1 35.60 61.00 6.92 2.75 10.9 73.4 4.62 -9 35.76 73.30 6.29 2.66 10.95 83.4 4.78 -9.1 35.93 83.30 5.73 2.S6 11 83.3 5.06 -9.15 36.09 83.20 6.07 2.62 11.05 86 5.51 -9.19 36.25 85.90 6.41 2.63 11.1 89.7 5.6 -9.2 36.42 89.60 6.24 2.61 11.15 102.8 5.34 -9.29 36.58 102.70 5.19 2.47 11.2 121.7 4.56 -9.29 36.7S 121.60 3.75 2.32 11.25 135.8 3.82 -9.3 36.91 13S.70 2.81 2.19 11.3 148.2 3.39 -9.38 37.07 148.10 2.29 2.10 11.35 154.7 3.22 -9.38 37.24 154.60 2.08 2.05 11.4 156 3.89 -9.38 37.40 155.90 2.49 2.11 11.45 144.9 5.08 -9.47 37.57 144.80 3.51 2.25 11.5 119.6 5.95 -9.47 37.73 119.50 4.97 2.42 11.55 113.4 6.09 -9.47 37.89 113.30 5.37 2.46 11.6 128.6 5.48 -9.52 38.06 128.SO 4.26 2.35 11.65 159.3 4.54 -9.57 38.22 159.20 2.85 2.15 11.7 171.8 3.14 -9.57 38.39 171.70 1.83 1.98 11.75 183.2 2.83 -9.66 38.55 183.10 1.54 1.91 11.8 188.7 2.93 -9.46 38.71 188.60 1.55 1.91 11.85 199 2.9 -9.28 38.88 198.90 1.46 1.87 11.9 211.4 2.86 -9.38 3904 211.30 1.35 1.83 11.95 228.4 3.02 -9.43 39.21 228.30 1.32 1.80 12 249.6 3.05 -9.47 39.37 249.SO 1.22 1.75 12.05 264.6 2.54 -9.57 39.53 264.SO 0 96 1.65 12.1 271.3 2.08 -9.57 39.70 271.20 0.77 1.58 12.15 269.9 2.01 -9.57 39 86 269.80 0.74 1.57 12.2 259.9 1.91 -9.64 40.03 259.80 0.73 1.58 12.25 254.5 1.78 -9.58 40.19 254.40 0.70 1.57 12.3 246.5 1.7 -9.62 40.35 246.40 0.69 1.58 12.35 227.4 1.71 -9.57 40.52 227.30 0.75 1.63 12.4 205.3 1.94 -9.57 40.68 205.20 0.94 1.73 12.45 209.6 2.33 -9.53 40.85 209.50 1.11 1.77 12.5 237.2 2.65 -9.47 41.01 237.10 1.12 1.74 12.55 258.3 2.2 -9.47 41.17 258.20 0.85 1.63 12.6 270.3 1.86 -9.47 41.34 270.20 0.69 1.55 12.65 272.1 1.91 -9.47 41.SO 272.00 0.70 1.55 12.7 266.1 1.98 -9.47 41.67 266.00 0.74 1.58 12.75 265.1 1.92 -9.31 41.83 265.00 0.72 1.57 12.8 273.2 1.85 -9.19 41.99 273.10 0.68 1.54 12.85 265.7 1.69 -9.1 42.16 265.60 0.64 1.54 12.9 257.9 1.55 -9.04 42.32 257.80 0.60 1.53 12.95 244.1 1.39 -9 42.49 244 00 0.57 1.53 13 1.41 -8.91 42.6S 230.00 0.61 1.57 Silt Mixtures: clayey silt to silty clay 45.05 0.56 aayey 41.48 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 43.16 0.56 aiyey 41.56 aayey aayey Clayey 10.0 a.yey Silt Mixtures: clayey silt to silty clay 37.02 0.56 O@yey 52.to aayey Clayey Clayey 10.0 aayey Silt Mixtures: ct@yey silt to silty clay 43.20 0.56 aayey 46.25 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 38.61 0.56 aayey 55.69 aayey aayey Clayey 10.0 aayey Sand MixturesÂ· sitty sand to sandy silt 33.57 0.56 3.11 71.55 222.28 1.00 1.8 1.8 Non-LIquefiable Silt Mixtures: clayey ult to,ilty clay 36.23 0.56 aayey 62.95 a.yey aayey Clayey 10.0 aiyey Silt Mixtures: clayey silt to Iilty clay 36.71 0.56 aayey 64.79 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 35.72 0.56 aayey 67.40 aavey aayey Clayey 10.0 a.yey Sand Mixtures: sllty sand to sandy silt 2950 0.54 2.64 87.55 230.83 1.00 1.9 1.9 Non-Uqueflable Sand Mixtures: silly sand to sandy silt 23.12 0.54 2.00 103.46 207.01 1.00 1.9 1.9 Non-liquefiable Sand Mixtures: silty sand to sandy silt 18.64 0.54 1.64 115.24 189.14 1.00 1.9 1.9 Non-Liqueflable Sand Mixtures: silty sand to sardy silt 15.71 0.54 1.45 125.53 181.84 1.00 1.9 1.9 Non-Uquefiable Sand Mixtures: silty sand to sandy zilt 14.45 054 1.38 13081 180.09 1.00 1.9 1.9 Non-Uquefiable Sand Mixtures: silty sand to sandy silt 16.16 0.54 1.48 131.67 194.34 1.00 1.9 1.9 Non-Uquefiable Sand Mixtures: silly sand to sandy silt 20.63 0.54 1.79 122.08 218.75 1.00 1.9 1.9 Non-Liquefiable Sand Mixtures: silty sand to sandy silt 27.26 0.54 2.40 100.59 241.26 1.00 1.9 1.9 Non-Liquefiable Sand Mixtures: silty sand to sandy silt 29.01 0.54 2.58 95.21 245.93 1.00 1.9 1.9 Non-Liquefiable Sand Mixtures: silty sand to sandy silt 24.37 0.54 2.11 107.78 227.91 1.00 1.9 1.9 Non-Liqueflable Sand Mixtures: slity sand to sandy silt 17.46 0.54 1.56 133.27 207.83 1.00 1.9 1.9 Nor-liqueflable Sands: clean to silty Non-Liquefiable Sands: clean to dity Non-Liquefiable Sands: clean to silty Non-LIquefiable Sands: clean to silty Non-Liquefiable Sands: clean to silly Non-liquefiable Sands: clean to silty Non-Liquefiable Sands: clean to silty Non-liquefiable Sand$: clean to silty Non-Liquefiable Sands: clean to silty Non-liquefiable Sands: clean to silty Non-Liquefiable Sand$: clean to silty Non-Uquefiable Sand$: clean to silty Non-liqueflable Sands: clean to silty Non-Uqueliable Sands: clean to slity Non-Uquefiable Sands: clean to sitty Non-Liquefiable Sands: clean to sllty Non-Uqueflable Sands: clean to silty Non-liquefiable Sands: clean to silty Non-Liquefiable Sands: clean to silty Non-Liqueflable Sands: clean to silly Non-Uqueflable Sands: clean to silty Non-Liquefiable Sands: clean to silly Non-liqueflable Sands: clean to silty Non-Liquefiable Sands: clean to silly Non-Liquefiable Sands: clean to silly Non-liquefiable Sands: clean to silty Non-liquefiable Sands: clear to silty Aillmn-liquefiable 12.53 0.54 1.28 143.48 183.68 1.00 1.9 1.9 10.68 0.54 1.20 152.74 183.28 1.00 1.9 1.9 10.52 0.54 1.19 157.05 187.47 1.00 1.9 1.9 9.67 o.s4 1.16 165.33 192.02 100 1.9 1.9 8.73 0.54 1.13 175.33 197.74 100 1.9 1.9 8.09 0.54 1.11 189.11 209.09 1.00 1.9 1.9 7.04 0.54 1.07 206.31 220.75 1.00 1.9 1.9 5.27 0.54 1.01 218.34 219.59 1.00 1.9 1.9 3.98 0.S4 1.00 223.48 223.48 1.00 1.9 1.9 3.87 0.54 1.00 221.95 221.95 1.00 1.9 1.9 4.01 0.54 1.00 213.37 213.37 1.00 1.9 1.9 3.89 0.54 1.00 208.59 208.59 1.00 1.9 1.9 4.00 0.54 1.00 201.69 201.69 1.00 1.9 1.9 4.85 034 1.00 185.75 185.75 1.00 1.9 1.9 6.70 034 1.06 167.42 177.19 1.00 1.9 1.9 7.58 0.54 109 170.64 185.72 1.00 1.9 1.9 6.87 0.54 1.06 192.80 205.14 1.00 1.9 1.9 4.84 0.54 1.00 209.60 209.60 1.00 1.9 1.9 337 0.54 1.00 218.98 218.98 1.00 1.9 1.9 3.64 0.54 1.00 220.07 220.07 1.00 1.9 1.9 4.03 0.54 1.00 214.87 214.87 1.00 1.9 1.9 3.93 0.54 1.00 213.72 213.72 1.00 1.9 1.9 3.48 0.54 1.00 219.89 219.89 1.00 1.9 1.9 3.35 0.54 1.00 213.51 213.51 1.00 1.9 1.9 3.26 0.54 1.00 206.91 206.91 1.00 1.9 1.9 3.31 0.54 1.00 195.52 195.52 1.00 1.9 1.9 0.54 1.00 184.01 184.01 1.00 1.9 1.9 e C-11 ALBUS-KEEFE & ASSOCIATES. INC.6 of 7 221.7 224.2 244.7 278.7 295.7 315.4 322.1 333 340.9 347.3 360 367.9 378.9 400.9 391 346 284.7 216 135.9 72.9 39.3 26.4 20.4 18.3 17.5 16.4 16.8 23.2 37 40.4 25.7 16.5 17.5 15.7 14.4 14 22.5 41.3 65.1 110.1 153.2 181 185 182.4 207.7 13.05 1.59 -8.82 4281 221.60 0.72 1.63 Sands: clean to silty 4.89 0.54 1.00 177.01 177 01 1.00 1.9 1.9 Non-liquefiable 13.1 1.66 -8.82 42.98 224.10 0.74 1.64 Sands: clean to silty 4.99 0.54 1.00 178.72 178.72 1.00 1.9 1.9 Non-liquefiable 13.15 1.81 -8.72 43.14 244.61 0.74 1.61 Sands: clear to silly 4.Sl 0.54 1.00 194.76 194.76 1.00 1.9 1.9 Non-Liquefiable 13.2 2.03 -8.63 43.31 278.61 073 1.56 Sands: clean to silly 3.78 0.54 1.00 221.47 22147 1.00 1.9 1.9 Non-Liquefiable 13.25 1.79 -8.58 43.47 295.61 0.61 1.49 Sands: clean to silly 2.70 0.54 1.00 234.60 234.60 1.00 1.9 1.9 Non-liquefiable 13.3 1.78 -8.53 43.64 315.31 0.56 1.45 Sands: clean to silty 2.15 0.54 1.00 249.84 249.84 1.00 1.9 1.9 Non-liquefiable 13.35 1.78 -8.47 43.80 322.01 0.55 1.44 Sands: clean to silty 1.99 0.52 1.00 254.75 254.75 1.00 1.9 1.9 Non-Uquefiable 13.4 1.76 -8.44 43.96 332.91 0.53 1.41 Sands: clean to silly 1.69 0.52 1.00 262.96 262.96 1.00 1.9 1.9 Non-Uquefiable 13.45 1.79 -8.4 44 13 340.81 0.53 1.40 Sands: clean to silty 1.58 0.52 1.00 268.78 268.78 1.00 1.9 1.9 Non-Uquefiable 13.5 1.78 -8.35 44.29 347.21 0.51 1.39 Sands: clean to silty 1.43 0.52 1.00 273.40 273.40 1.00 1.9 1.9 Non-Liquefiable 13.55 1.72 -8.22 44.46 359.91 0.48 1.36 Sands: clean to silty 1.06 0.52 1.00 282.96 282.96 1.00 1.9 1.9 Non-liqudiable 13.6 1.78 -8.16 44.62 367.81 0.48 1.36 Sands: clean to silty 1.03 0.52 1.00 288.72 288.72 1.00 1.9 1.9 Non-liquefiable 13.65 1.55 -7.84 44.78 378.82 0.41 1.30 Gravelly sand to dense sand 0.41 0.52 1.00 296.90 296.90 1.00 1.9 1.9 Non-Uquefiable 13.7 1.36 -7.78 44.95 400.82 0.34 1.23 Gravelly sand to dense sand 0 0.52 1.00 313.66 313.66 1.00 1.9 1.9 Non-liquefiable 13.75 1.1 -7.78 45.11 390.92 0.28 1.19 Gravelly sand to dense sand 0 0.52 1.00 305.45 305.45 1.00 1.9 1.9 Non-Liquefiable 13.8 0.99 -7.78 45.28 345.92 0.29 1.24 Gravelly sand to dense sand 0 0.52 1.00 269.88 269.88 1.00 1.9 1.9 Non-liquefiable 13.85 0.7 -7.69 45.44 28462 025 1.28 Gravelly sand to dense sand 0.22 0.52 1.00 221.73 22173 1.00 1.9 1.9 Non-liquefiable 13.9 0.81 -7.63 45.60 215.92 0.38 1.48 Sands: clean to silly 2.55 0.52 1.00 167.97 167.97 1.00 1.9 1.9 Non-Liquefiable 13.95 1.05 -7.6 45.77 135.82 0.77 1.83 Sands: clean to silty 8.72 0.52 1.13 105.52 118.96 0.34 0.7 0.7 Uquefiable 14 1.42 -7.5 45.93 72.82 1.95 2.30 Sand Mixtures: silty sand to landy silt 22.44 0.52 1.94 56.52 109.76 0.29 0.6 0.6 Liquefiable 14.05 1.4 -7.49 46.10 39.22 3.S6 2.77 Silt Mixtures: clayey silt to silly clay 44.40 0.52 aayey 23.16 aayey aayey Clayey 10.0 a@yey 14.1 1.1 -7.37 46.26 26.32 4.17 2.97 aays 56.65 0.52 aayey 14.93 aayey a.yey Clayey 10.0 aayey 14.15 0.71 -7.19 4642 20.32 3.48 3.03 aays 60.87 0.52 aayey 11.10 aayey aayey Clayey 10.0 aayey 14.2 0.49 -6.95 46.59 18.22 2.68 3.02 aays 59.77 0.52 aayey 9.74 aayey aayey Clayey 10.0 aayey 14.25 0.43 -6.61 46.75 1743 2.46 3.02 aays 59.87 0.52 Clayey 9.21 aiyey Clayey Clayey 10.0 aayey 14.3 0.38 -6.19 46.92 16.33 2.32 3.04 aays 61.16 0.52 aayey 8.49 aavey aayey Clayey 10.0 aayey 14.35 0.67 -6.07 47.08 16.73 3.99 3.16 aays 70.28 0.52 aayey 8.70 aayey aayey Clayey 10.0 aayey 14.4 1.14 -5.9 47.24 23.14 4.91 3.08 aays 63.97 0.52 a.yey 12.65 aayey aayey Clayey 10.0 aayey 14.45 1.64 -5.78 47.41 36.94 4.43 2.87 Silt Mixtures: dam silt to silty clay 49.91 0.52 aayey 21.15 aayey aayey Clayey 10.0 aayey 14.5 1.51 -5.81 47.57 40.34 3.74 2.79 S,lt Mixtures: clayey silt to silly clay 4S.16 0.52 aayey 23.18 aayey aayey Clayey 10.0 aayey 14.55 1.07 -6.19 47.74 25.63 4.16 2.99 aays 58.11 0.52 aayey 14.06 aayey aayey Clayey 10.0 a.yey 14.6 0.89 -6.1 47.90 16.43 5.39 3.26 aays 77.82 0.52 aayey 8.36 aayey aayey Clayey 10.0 aayey 14.65 0.76 -5.62 48.06 17.44 4.34 3.18 0@YS 71.18 0.52 aayey 8.95 aayey aayey Clayey 10.0 aayey 14.7 0.72 -5.53 48.23 15.64 439 3.24 aays 76.45 0.52 aayey 7.82 aayey a,yey Clayey 10.0 Gaye, 14.75 0.62 -5.44 48.39 14.34 4.31 3.27 aays 78.69 0.52 aayey 700 aayey aayey Clayey 10.0 aayey 14.8 0.59 -5.38 48.56 13.94 4.21 3.28 aars 79.53 0.52 aayey 6.73 a@yey aayey Clayey 10.0 aayey 14.85 0.95 -5.34 48.72 22.44 4.22 3.06 aays 62.76 0.52 aayey 11.84 aayey aayey Clayey 10.0 aayey 14.9 1.74 -5.22 48.88 41.24 4.21 2.82 Silt Mixtures: ctayey silt to silly clay 47.18 O.S2 aayey 23.15 aayey aayey Clayey 10.0 aiyey 14.95 2.58 -5.15 49.05 65.04 3.96 2.64 Silt Mixtures: clayey silt to silty clay 3743 0.52 aayey 37.39 aayey aayey Clayey 10.0 aiyey 15 3.27 -5.24 49.21 110.04 2.97 2.30 Sand Mixtures: silly sand to sandy silt 22.70 0.52 1.96 82.91 162.87 1.00 1.9 1.9 Non-Liquefiable 15.05 3.63 -5.58 49.38 1S3.14 2.37 2.13 Sand Mixtures: silly sand to sandy silt 16.86 0.52 1.52 115.20 175.08 100 1.9 1.9 Non-Liquefiable 15.1 3.93 -5.94 49.54 180.94 2.17 2.06 Sandi Mixtures: silty sand to sandy silt 14.55 0.50 1.38 135.91 187.90 1.00 2.0 2.0 Non-Liquefiable 15.15 3.78 -6.38 49.70 184.93 2.04 2.03 Sands. clean to stir,13.81 0.50 1.34 138.72 186.34 1.00 2.0 2.0 Non-Liquefiable 15.2 3.44 -6.67 49.87 182.33 1.89 2.01 Sands: clean to silty 13.22 0.50 1.31 136.58 179.33 100 2.0 2.0 Non-Liquefiable 15.25 3.85 -6.95 50.03 207.62 1.85 1.97 Sands: clear, to sllty 12.07 0.50 1.26 155.30 195.53 1.00 2.0 2.0 Non-liqueflable Plate C-11 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 alent:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.:12A Location: 2001 E. Dyer Rd., SA | Moment Magnitude: 6.61 M MSF:Il.45 Soil Prof le Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (Sv)boi Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: -(CPTU) 3 60 3.600 Diameter: -mm (35.7) 4 60 3.600 Area: -crnl (10) 5 60 3.600 Area Ratio:1 0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Plezoelem.:behind tip (behind tip)8 _***999 2*****Si- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR K, Estimated Me@$. Tip Side Dyn. Pore Corr. Tip Friction SBT Index S8T Fines Cyclic Soil Depth k Fricuon, f,Pressure Depth Resist., q,Ratio Ic aassification Content Stress aassif. (m)(t30 (psi) (ft) (tsf)Rf (%) 11 (%)Rado Factor 1 0.05 0.00 0.11 0.16 301.90 0.00 1.46 Sands: clean to sitty 2.35 0.38 1.00 1 0.1 0.17 0.02 0.33 124.00 0.14 125 Gravelly sand to dense sand 0 0.38 1.00 I 0.15 0.60 0.02 0.49 93.SO 0.64 1.67 Sands: clean to silty 5.61 0.38 1.02 0.2 1.15 0.02 0.66 83.70 1.37 1.93 Sands: clean to silty 11.07 0.38 1.22 0.25 1.61 0.07 0.82 67.40 2.39 2.17 Sand Mixtures: silty sand to sandy silt 17.88 0.38 1.59 0.3 1.68 0.09 0.98 42.60 3.94 2.46 Sand Mixtures: silly sand to sandy silt 28.99 0.38 2.58 0.35 1.66 0.11 1.15 26.70 6.22 2.74 Silt Mixtures: clayey silt to silly clay 42.87 0.38 aayey 0.4 1.50 -0.67 1.31 24.19 6.20 2 77 5â€¢lt Mixtures: diyey silt to silty clay 44.46 0.38 aayey 0.45 1.43 -1.38 1.48 22.59 6.33 2.80 S,It Mixtures: clayey $,It to sllty clay 46.01 0.38 aayey 0.5 1.38 -1.92 1.64 23.48 5.87 2.77 Silt Mixtures: clayey silt to silty clay 44.01 0.38 aiyey 0.55 1.50 -2.49 1.80 26.67 5.62 2.71 Silt Mixtures: clayey 51!t to silty clay 41.15 0.38 aayey 0.6 1.81 -1.37 1.97 32.49 S.57 2.65 Silt Mixtures: clayey lilt to silty Clay 37.96 0.38 aiyey 0.65 2.09 -0.83 2.13 38.29 5.46 2.60 Sand Mixtures: silty und to sandy silt 35.26 0.38 3.31 0.7 2.27 4).69 2.30 39.99 5.68 2.60 Sand Mixtures: silty sand to sandy $ilt 35.29 0.38 3.32 0.75 2.11 -0.55 2.46 42.29 4.99 2.54 Sand Mixtures: silty sand to sandy silt 32.52 0.38 2.98 0.8 2.00 -0.41 2.62 44.20 4.52 2.50 Sand Mixtures: sitty sand to sandy silt 30.SO 0 38 2.75 0.85 1.56 -0.39 2 79 43.20 3.61 2.43 Sand Mixtures: silty sand to sandy,ilt 27.65 0.38 2.44 0.9 1.11 -0.61 2.95 34.59 3.21 2.46 Sand Mirtures: silly sand to sandy silt 28.95 0.38 2.58 0.95 0.78 -0.17 3.12 25.00 3.12 2.56 Sand Minures: silry sand to sandy silt 33.23 0.38 3.07 1 I 0.79 -0.10 3.28 20.10 3.93 2.69 Silt MixturesÂ· clayey silt to silty clay 40.13 0.38 aayey 1.05 0.90 -0.14 3.44 17.40 5.17 2.82 Silt MixturesÂ· clayey R to silty clay 47.25 0.38 aayey 1.1 0.97 -0.29 3.61 16.SO 5.88 2.88 Silt Mixtures: clayey silt to silty clay 50.57 0.38 aayey 1.15 0.98 -0.41 3.77 16.80 5.83 2.87 Silt Mixtures: clayey silt to silly clay So.09 0.38 aayey 1.2 I 1.02 -0.36 3.94 17.30 5.90 2.86 Silt Mixtures: clayey silt to silty clay 49.73 0.38 aayey 1.25 1.06 -0.22 4.10 17.80 5.96 2.86 Silt Mixtures: clayey silt to sil 49.39 0.38 aiyey ALBUS-KEEFE & ASSOCIATES, INC. Resist., 1 (tsf) 301.9I 124.0 93.5C 83.7C 67.4C 42.6C 26.7C 24.2C 22.6C 23.5C 26.7C 32.5( 38.3( 40.Oc 42.3C 44.2C 43.2C 34.6( 25.OC 20.1C 17.4C 16.5C 16.8C 17.3C 17.8(C1 Uquefaction Analysis Corrected Factor of Uquefaction q UN for Fines CRR7 5*MSF Safety SusceptibilitvCqclM'. Adjusted Cyclic Resist.CRR/CSR FS for Design RaUo 1.3 456.56 456.56 1.00 NA NA Above High GWL 187.52 187.52 1.00 NA NA Above High GWL 141.40 144.09 0.52 NA NA Above High GWL 126.58 153.90 0 61 NA NA Above High GWL 101.93 161.82 1.00 NA NA Above High GWL 64.42 166.26 1.00 NA NA Above High GWL 40.38 aavey Clayey NA NA Above High GWL 36.60 Clayey aayey NA NA Above High GWL 34.18 aayey Clayey NA NA Above High GWL 3S.S4 aavey aayey NA NA Above High GWL 40.38 aayey aayey NA NA Above High GWL 49.15 aaâ€žrey aayey NA NA Above High GWL S7.92 191.99 1.00 NA NA Above High GWL 60 49 200.73 1.00 NA NA Above High GWL 63.97 190.68 1.00 NA NA Above High GWL 66.84 183.67 1.00 NA NA Above High GWL 65.33 159.33 0.66 NA NA Above High GWL 52.33 134.85 0.4S NA NA Above High GWL 37.81 115.89 0.33 NA NA Above High GWL 30 40 aayey Clayey NA NA Above High GWL 26.31 Clayey Clayey NA NA Above High GWL 24.95 aayey (3@yey NA NA Above High GWL 25.41 Clayey aayey NA NA Above High GWL 26.16 aayey aayey NA NA Above High GWL 26.92 aayey aayey NA NA Above High GWL e C-12 1 of 7 17.80 17.60 17.40 17.40 17.50 17.00 16.40 15.50 14.60 15.40 17.50 18.90 18.60 18.40 23.20 31.00 39.40 52.70 64.00 63.00 57.20 51.70 44.40 30.90 22.60 18.50 16.90 16.40 15.80 16.20 15.10 15.00 15.00 15.40 16.20 16.90 16.80 16.40 16.40 16.20 15.80 16.30 16.40 16.00 14.20 12.90 11.60 1.3 1.08 -0.09 4.27 17.80 607 286 Silt Mixtures: clayey $ilt to silty clay 49.74 0.38 aayey 26.92 aayey aayey NA NA Above High GWL 1.35 1.09 -0.17 4.43 17.60 6.19 2.61 Silt Mixtures: clayey silt to silty clay 35.88 0.38 aayey 65.23 aayey aayey NA NA Above High GWL 1.4 1.11 -0.17 4.59 17.40 6.38 2.63 Silt Mixtures: clayey silt to silty clay 3705 0.38 a.yey 62.14 aâ€¢yey a.yey NA NA Above High GWL 1.45 1.12 -0.08 4.76 17.40 6.44 2 65 Silt Mixtures: clayey silt to silty clay 37.71 0.38 aayey 59.96 aayey a.yey NA NA Above High GWL 1.5 1.13 -0.22 492 17.50 6.46 2.66 Sit Mixtures: clayey silt to slity clay 38 18 0.36 aayey 58.27 Clayey aayey NA NA Above High GWI 1.55 1.11 -0.17 5.09 17.00 6.53 2.68 Silt Mixtures: clayey silt to silty clay 39.30 0.36 aayey 54.72 aayey aayey NA NA Above High GWL 1.6 1.07 -0.17 5.25 16.40 6.52 2.70 Silt Mixtures: clayey silt to silly clay 40.33 0.36 aayey 51.07 aayey aavey NA NA Above High GWL 1.65 1.03 -0.27 5.41 lS.SO 6.65 2.73 Sitt Mixtures: clayey silt to silry clay 42.05 0.36 Gayey 46.72 aiyey aayey NA NA Above High GWL 1.7 0.96 -0.27 5.58 14.60 6.58 2.75 Silt Mixtures: clayey silt to silty clay 43.35 0.36 aayey 42.63 aayey aavey NA NA Above High GWL 1.75 0.94 -0.25 5.74 15.40 6.10 2.72 Silt Mixtures: clayey silt to sitty clay 41.63 0.36 aayey 43.70 aayey aavey NA NA Above High GWL 1.8 1.02 -0.17 5.91 17.50 5 83 2.68 Silt Mixtures: clayey silt toillty Clay 39.23 0.36 aiyey 48.39 aayey aayey NA NA Above High GWL 1.85 1.07 -0.17 6.07 18.90 5.66 2.65 Silt Mixtures: clayey silt to silty Clay 37.97 0.36 aayey 50.90 aayey aayey NA NA Above High GWL 1.9 1.08 -0.17 6.23 18 60 5.81 2.67 Silt Mixtures: clayey silt to silty clay 39 06 0 36 aayey 4873 aayey aayey NA NA Above High GWL 1.95 1.10 -0.17 6.40 18.40 5.98 2.69 Silt MIxtures: clayey $lit to silty clay 40.14 0.36 aayey 46.93 aayey aayey NA NA Above High GWL 2 1.29 -0.08 6.56 23.20 5.56 2.61 Sit Mixtures: clayey silt to silty clay 35.78 0.36 aiyey 57.93 aiyey 0@yey NA NA Above High GWL 2.05 1.58 -0.08 6.73 31.00 5.10 2.64 Silt Mixtures: clayey silt to silty clay 37.38 0.36 aayey 46.88 aayey aayey NA NA Above High GWL 2.1 1.60 -0.08 6 89 39.40 4.06 2.50 Sand Mixtures: s,Ity sand to sandy silt 30.53 0.36 2.75 59.58 163.94 1.00 NA NA Above High GWL 2.15 1.37 -0.08 7.05 52.70 2.60 2.27 Sand Mixtures: silty sand to sandy silt 21.49 0.36 1.86 78.76 146.59 0.54 NA NA Above High GWL 2.2 1.22 -0.26 7.22 64.00 1.91 2.12 Sand Mixtures: silty sand to sandy sllt 16.41 0.36 1.49 94.SS 141.00 0.49 NA NA Above High GWL 2.25 1.42 -0.32 7.38 63.00 2.25 2.18 Sand Mixtures: silty sand to sandy silt 18.33 0.36 1.62 92.03 149.00 0.56 NA NA Above High GWL 2.3 1.47 -0.36 7.55 57.20 2.57 2.25 Sand Mixtures: silty sand to sandy silt 20.84 0.36 1.81 82.65 149.48 o.s7 NA NA Above High GWL 2.35 1.29 -0.36 7.71 51.70 2.50 2.28 Sand Mixtures: silty sand to sandy ;ilt 21.74 0.36 1.88 73.90 139.07 0.48 NA NA Above High GWL 2.4 1.10 4.36 7.87 44.40 2.48 2.33 Sand Mixtures: silty sand to sandy silt 23.S4 0.36 2.04 62.80 128.05 0.40 NA NA Above High GWL 2.45 0.90 -0.26 8.04 30 90 2.91 2.49 Sand Mixtures: silly sand to sandy sllt 30.43 0.36 2.74 43.31 118.65 0.34 0.9 0.9 liquefiable 2.5 0.85 -0.30 8.20 22.60 3.76 2.65 S,lt Mixtures: clayey silt to silty clay 37.70 0.38 Clayey 34.18 aayey Clayey Clayey 10.0 a,yey 2.55 0.80 -0.29 8.37 18.SO 4.32 2.67 Silt Mixtures: clayey silt to silly clay 38.79 0.38 aayey 36 69 aayey aayey Clayey 10.0 aayey 2.6 0.74 0.04 8.53 16.90 438 2 71 S,It Mixtures: clayey silt to $114 clay 40.73 0.38 aayey 33.09 aayey aayey Clayey 10.0 Clayey 2.65 0.64 0.04 8.69 16.40 3.90 2.68 Silt Mixtures: clayey Silt to silly clay 39.63 0.38 aayey 31.76 aayey aayey Clayey 10.0 aayey 2.7 0.71 -0.15 8.86 15.80 4.49 2.74 Silt Mixtures: clayey silt to silly clay 42.74 0.38 aayey 30.25 aayey a,yey Clayey 10.0 aayey 2.75 0.74 -0.31 9 02 16.20 4.57 2.74 Silt Mixtures: clayey silt to silly clay 42.73 0.38 aayey 30.74 a.yey (Jaye,Clayey 10.0 aayey 2.8 0.74 -0.83 9.19 15.09 4.90 2 79 Sllt Mixtures: clayey silt to silty clay 4542 0.40 aayey 28.30 aayey aayey Clayey 10.0 a,yey 2.85 0.73 -0.92 9.35 14.99 4.87 2.79 Slit Mixtures: clayey silt to silty clay 45.62 0.40 aayey 27.83 aayey aayey Clayey 10.0 aayey 2.9 0.73 -0.83 9.51 14.99 4.87 2.80 Silt Mixtures: clayey silt to silly clay 45.81 0.40 aayey 27.56 aavey aayey Clayey 10.0 aayey 2.95 0.72 -0.83 9.68 15.39 4.68 2.78 Silt Mixtures: clayey silt to silty clay 44.80 0.40 aayey 28.05 aayey a.yey Clayey 10.0 aayey 3 0.72 -0.83 9.84 16.19 4.44 2.75 Silt Mixtures: clayey silt to silty clay 43.17 0.40 aavey 29.28 aayey aayey Clayey 10.0 aayey 3.05 0.73 -0.73 10.01 16.89 4.32 2.73 Silt Mixtures: clayey silt to silty clay 42.09 0.40 aayey 30.31 aayey aayey Clayey 10.0 aiyey 3.1 0.79 -0.69 10.17 16.79 4.70 2.76 Silt Mixtures: clayey silt to sitty clay 43.77 0.42 aayey 29.84 aayey aayely Clayey 10.0 aayey 3.15 0.82 -0.70 10.33 16.39 5.00 2.79 Sllt Mixtures: clayey silt to silty clay 45.45 0.42 aayey 28.84 aayey aayey Clayey 10.0 aayey 3.2 0.82 -0.58 10.SO 16.39 5.00 2.79 Silt Mixtures: clayey silt to silly clay 45.63 0.42 aavey 28.57 aayey aayey Clayey 10.0 aayey 3.25 0.82 -0.54 10.66 16.19 506 280 Silt Mixtures: clayey silt to silly clay 46.26 0.42 aayey 27.95 aayey aayey Clayey 10.0 aayey 3.3 0.83 -0.45 10.83 15.80 5.25 283 Silt Mixtures: clayey silt to filty clay 47.58 0.42 aayey 26.99 aayey aayey Clayey 10.0 aiyey 3.35 0.84 -0.40 10.99 16.30 5.15 2.81 Silt MixturesÂ· clayey silt to silty clay 46 80 0.42 aayey 27.63 aayey aayey Clayey 10.0 aayey 3.4 0.89 -0.36 1115 16.40 5.43 2.83 Silt Mixtures: clayey silt to silty clay 47.77 0.42 aim 27.S6 a,yey a.yey Clayey 10.0 aayey 3.45 0.89 -0.89 11.32 lS.99 5.56 2.85 Silt Mixtures: clayey silt to silty clay 4889 0.42 aayey 26.62 aayey aayey Clayey 10.0 aayey 3.5 0.86 -1.37 11.48 14.19 6.06 2.92 Silt Mixtures: clayey silt to silly clay 53.17 0.44 aavey 23.28 aiyey aayey Clayey 10.0 aayey 3.55 0.61 -1.39 11.65 12.88 4 73 2.88 S,lt Mixtures: clayey silt to Silly clay 50.90 0.44 aayey 20.86 Clayey aayey Clayey 10.0 aayey 3.6 0.68 -1.48 11.81 11.58 5.86 2.99 aays 57.S6 0.44 aayey 18.47 aayey aayey Clayey 10.0 aayey Plate C-12 ALBUS-KEEFE & ASSOCIATES, INC.2 of 7 3.65 9.90 0.65 -1.48 11.98 9.88 6.57 3.08 aays 64.07 0.44 aayey 15.44 aayey 3.7 10.30 0.61 -1.39 12.14 10.28 5.92 3.04 aays 61.15 0.44 aayey 15.97 aayey 3.75 9.90 0.56 -1.30 12.30 9.89 5.66 3.04 Clays 61.48 0.44 aayey 15.17 aayey 3.8 9.50 0.53 -1.20 12.47 9.49 5.58 3.06 aays 62.52 0.44 aayey 14.38 Clayey 3.85 9.10 0.56 -1.01 12.63 9.09 6.15 3.11 aavs 65 93 044 aayey 13.60 aayey 3.9 9.40 0.55 -1.01 12.80 9.39 5.85 3.08 aays 64.23 0.44 aayey 13.97 aayey 3.95 8.80 0.57 -0.92 12.96 879 6.48 3.14 aays 68.44 0.46 aayey 12.88 aayev 4 8.70 0.52 -0.85 13.12 8 69 5.98 3.13 aa YS 67.31 0.46 aayey 12.61 aayey 4.05 8.40 0.51 -0.67 13.29 8.39 6.07 3.15 aays 68.91 0.46 aayey 12.02 aayey 4.1 9.00 0.50 -0.64 13.45 8.99 5.56 3.10 aavs 65.30 0.46 (Jaye,12.86 aayey 4.15 9.00 0.50 -0.50 13.62 8.99 5.56 3.10 aays 65.53 0.46 aayer 12.75 aiyey 4.2 9.00 0.51 -0.45 13.78 9.00 5.67 3.11 aays 66.17 0.46 aayey 12.64 a.yey 4.25 8.80 0.48 -0.45 13.94 8.80 5.45 3.11 aavs 66.27 0 46 aayey 12.23 aayey 4.3 8.20 0.46 -0.54 14.11 8.19 5.61 3.15 aays 69.18 0.46 aayey 11.21 aayey 4.35 8.70 0.46 -0.46 14.27 8.70 5.29 3.11 aays 66.43 0.46 aayey 11.87 Clayey 4.4 9.60 0.48 -0.45 14 44 9.60 5.00 3 06 aays 62.73 0.46 aayey 13.13 aayey 4.45 10.20 0.46 -0.45 14.60 10.20 4.51 3.01 aays 5930 0.48 aayey 13.91 aayey 4.5 10.60 0.45 -0.45 14.76 10.60 4.25 2.98 aaY;57.37 0.48 aayey 14.40 aayey 4.55 10.90 0.54 -0.44 14.93 10.90 4.95 3.02 aays 59.73 0.48 aayey 14.72 aayey 4.6 11.00 0.58 -0.36 15.09 11.00 5.27 3.04 aays 60.89 0.48 aayey 14.75 aayey 4.65 10.60 0.58 -0.36 15.26 10.60 5.47 3.06 aars 62.83 0.48 aayey 14.06 aayey 4.7 9.90 0.53 -0.33 15.42 9.90 5.35 3.09 aays 64.50 0.48 aayey 12.94 aayey 4.75 9.30 0.51 -0.26 15.58 9.30 5.48 3.12 aays 67.01 0.48 aayey 11.98 aayey 4.8 8.90 0.51 -0.26 15.75 8.90 5.73 3.15 aays 69.47 0.48 a.yey 11.31 aayey 4.85 8.60 0.45 -0.26 15.91 860 5.23 3.15 aays 68.86 0.48 aayey 10.80 aavey 4.9 8.00 0.42 -0.26 16.08 8.00 5.25 3.18 aaYS 71.45 048 a.yey 9.87 aayey 4.95 7.60 0.36 -0.23 16.24 7.60 4.74 3.18 aays 71.24 0.48 aayey 9.24 aaye, 5 7.50 0.34 .0.17 16.40 7.50 4.53 3.17 aays 71.02 0.48 aayey 9.02 0@yey 5.05 7.50 0.40 -0.17 16 57 7.50 5.33 3.22 airs 74.66 0.50 a,yey 89S a@Yey 5.1 7.20 0.42 -0.17 16.73 7.20 S.83 3.27 aaYs 78.29 0.50 a.yey 8.47 aayey 5.15 7.00 0.42 -0.17 16.90 7.00 6.00 3.29 aaYS 80.20 0.50 aayey 8.13 aayey 5.2 7.50 0.45 -0.17 17.06 7.50 6.00 3.26 aays 77.98 O.SO aayey 8.74 aayey 5.25 7.80 0.47 -0.17 17.22 7.80 6.03 3.25 aays 76 95 0.50 aayey 9.07 aiyey 5.3 8.00 0.49 -0.17 17.39 8.00 6.13 3.25 aays 76.68 0.50 aayey 9.27 aayey 5.35 9.70 0.43 -0.08 17.55 9.70 4.43 3.08 aays 64.04 0.50 aayey 11.45 aayey 5.4 10.60 0.47 -0.08 17.72 10.60 4.43 3.05 aays 61.68 0.50 aayey 12.55 aayey 5.45 10.20 0.53 0.03 17.88 10.20 5.20 3.11 aays 66 10 0.50 aayey 11.94 aayey 5.5 11.30 0.59 0.11 18.04 11.30 5.22 3.07 aays 63.43 0.50 aiyey 13.28 aayey 5.55 14.40 0.71 0.11 18.21 14.40 4.93 2.96 aays 56.09 0.50 aiyey 17.19 aayey 5.6 17.20 0.94 0.20 18.37 17.20 5.47 2.93 Silt Mixtures: clayey silt to silty clay 53.93 O.SO aayey 20.67 aayey 5.65 18.70 1.11 0.21 18.54 18.70 5.94 2.93 SIt Mixtures: clayey silt to silty clay 53.73 0.50 aayey 22.45 aayey 5.7 18.70 1.12 0.21 18.70 18.70 5.99 2.93 Silt Mixtures: clayey Silt to silty clay 54.05 0.50 aayey 22.30 aayey 5.75 15.90 1.10 0.21 1886 15.90 6.92 3.04 aays 60.93 0.50 aayey 18.63 aayey 5.8 15.30 1.01 -0.12 19.03 15.30 6.60 3.04 aays 5.85 15.00 0.90 -1.00 19.19 14.99 6.00 3.02 aays 5.9 13.90 0.73 -1.02 19.36 13.89 5.25 3.01 aaYS 5.95 0.61 -0.92 19.52 1209 5.04 3.06 aays 61.09 0.52 59.82 0.52 S9.32 0.52 62.44 0.52 aayey 17.75 aayey aayey 17.26 aayey aayey 15.78 aayey aayey 13.46 aayey ALBUS-KEEFE & ASSOCIATES,INC. Clayey Clayey 10.0 aayey a,yey Clayey 10.0 aayey aayey Clayey 10.0 aayey Clayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey a@Yey Clayey 10.0 a@yey aayey Clayey 10.0 aayey aayey Clayey 10.0 a,yey aayey Clayey 10.0 aayey aayey Clayey 10.0 a,yey aayey Clayey 10.0 a,yey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aiyey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayev aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 0/yey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aavey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aiyey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aavey Clayey 10.0 a.yey aayey Clayey 10.0 aayey aayey Ctayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey aayey Clayey 10.0 aayey a@Yey Clayey 10.0 aayey aiyey Clayey 10.0 aayey 3 of 7 9.20 25.1 30.9 30.3 6 0.55 -0.92 19.69 9.19 5.98 3.22 aays 74.56 0.52 Clayey 9.82 aayey aayey Clayey 10.0 Clayey 6.05 8.60 0.54 -1.09 19.85 8.59 6.28 3.27 aays 78.19 0.52 aayey 9 02 Clayey aayey Clayey 10.0 Clayey 6.1 8.30 0.53 -1.13 20.01 8.29 6.39 3.29 aays 8007 0.52 Clayey 8.59 Clayey aayey Clayey 10.0 aayey 6.15 8.30 0.52 -1.01 20.18 8 29 6.27 3.29 aays 79.86 0.52 aayey 8.53 Ciayey aayey Clayey 10.0 aayey 6.2 7.30 0.50 -1.01 20.34 7.29 6.85 3.37 aaYS 87.09 O.S2 aayey 7.28 a,yey a.yey Clayey 10.0 aayey 6.25 6.30 0.43 -1.01 20.51 6.29 6.83 3.44 aays 9352 0.52 aayey 6.03 Clayey aayey Clayey 10.0 aayey 6.3 5.60 0.28 -1.01 20.67 5.59 5.00 3.42 aays 91.73 0.52 aavey 5.16 aayey aayey Clayey 10.0 aayey 6.35 5.30 0.28 -1.01 20 83 5.29 5.28 3.47 aays 96.03 0.52 aayey 4.77 aayey aayey Clayey 10.0 a.yey 6.4 5.50 0.27 -0.92 21.00 5.49 4.91 3.43 aavs 92.78 0.52 aiyey 4.96 aayey aayey Clayey 10.0 a.yey 6.45 7.00 0.28 -0.87 21.16 6.99 4.00 3.26 aays 77.98 0.52 aayey 6 67 a,yey aayey Clayey 10.0 aayey 6.5 8.40 0.30 -0.83 21 33 8.39 3.57 3.15 aays 69.20 0.52 a.yey 8.24 aayey aayey Clayey 10.0 aayey 6.55 8.60 0.27 -0.83 21.49 8.S9 3.14 311 aay;66.19 0.52 aayey 8.42 aayey aavey Clayey 10.0 aiyey 6.6 9.20 0.26 -0.83 21.65 9.19 2.83 3.06 aays 62.30 0.52 Clayey 9.05 aayey aayey Clayey 10.0 a,yey 6.65 10.60 0.24 -0.73 21.82 10.59 2.26 2.94 Sin Mixtures: clayey silt to silly clay 54.54 0.52 aayey 10.58 aayey aayey Clayey 10.0 aayey 6.7 9.00 0.23 -0.73 21.98 8.99 2.56 3.05 a.ys 61.66 052 a,yey 8.70 aayey aayey Clayey 10.0 aayey 6.75 7.60 0.23 -0.72 22.15 7.59 3 03 3.17 aays 70.73 0.52 aayey 7.07 aayey aayey Clayey 10.0 aayey 6.8 7.90 0.27 -0.67 22.31 7.89 3.42 3.18 aays 71.82 0.54 aavey 7.35 aayey aayey Clayey 10.0 aayey 6.85 8.00 0.27 -0.67 22.47 7.99 3.38 3.18 aays 71.33 0.54 aayey 7.42 aayey aayey Clayey 10.0 Clayey 6.9 7.20 0.25 -0.64 22.64 719 3 47 3.24 aays 76.13 0.54 aayey 6.48 aayey aayey Clayey 10.0 aayey 6.95 6.30 0.21 -0.64 22.80 6.29 3.33 3.30 aays 81.14 0.54 aayey 5.44 a.yey aayey Clayey 10.0 aayey 7 5.80 0.18 -0.64 22.97 5.79 3.10 3.33 aays 83.71 0.54 aayey 4 85 a,yey Clayey Clayey 10.0 aayey 7.05 5.90 0.16 -0.61 23.13 5.89 2.71 3.29 aays 80.51 0.54 aayey 4.93 aayey a.yey Clayey 10.0 aayey 7.1 6.70 0.16 -0.55 23.29 6 69 2.39 3.20 aays 72.88 0.54 a.yey 5.76 aayey aayey Clayey 10.0 a.yey 7.15 7.70 0.18 -0.54 23.46 7.69 2.34 3.13 aays 67.32 0.54 0@Yey 6.80 aayey a.yey Clayey 10.0 aayey 7.2 8.3 0.21 -0.54 23.62 8.29 2.53 3.11 aays 66.17 0.54 Clayey 7.40 Clayey Clayey Clayey 10.0 aayey 7.25 9.2 0.25 -0.54 23 79 9.19 2.72 3.08 aays 64.04 0.54 0@yey 8.32 Clayey Clayey Clayey 10.0 aayey 7.3 10.2 0.28 -0.45 23.95 10.20 2.75 304 aays 61.03 0.54 aayey 9.33 Clayey a.yey Clayey 10.0 a,yey 7.35 11.6 0.36 -0.36 24.11 11.60 3.10 3.01 aays S9.36 0.54 aayey 10.75 aayey aayey Clayey 10.0 aayey 7.4 12.1 0.43 -0.36 24.28 12.10 3.55 303 airs 6066 0.54 a.yey 11.22 Clayey Clayey Clayey 10.0 aayey 7.45 13.5 0.6 -0.36 24.44 13.50 4.44 3.05 Clays 61.77 0.54 Clayey 12.62 Clayey Clayey Clayey 10.0 aayey 7.5 20.3 0.77 -0.28 24.61 20.30 3 79 2.84 Silt Mixtures: clayey silt to silty clay 48.63 0.54 Clayey 19.64 aayey aayey Clayey 10.0 a,yey 7.55 22.3 1.08 4).2 24.77 22.30 4.84 2.88 Silt Mixtures: clayey silt to $ilty clay SO.86 0.54 aayey 21.61 aayey aayey Clayey 10.0 aayey 7.6 27.8 1.19 -0.17 24.93 27.80 4 28 2.77 Silt Mixtures: clayey silt to silty clay 44.17 0.54 aayey 27.18 aayey aayey Clayey 10.0 aayey 7.65 23.6 1.04 -0.03 25.10 23.60 441 2.84 Silt Mixtures: clayey silt to slity clay 48.17 0.54 aayey 22.72 aavey aayey Clayey 10.0 Clayey 7.7 19.5 0.84 0.04 25.26 19.50 4.31 2.90 Sllt Mixtures: clayey silt to sitty clay 52.24 0.54 aayey 18.40 aayey aayey Clayey 10.0 aayey 7.75 17.5 0.71 0.11 25.43 17.50 4.06 2.93 Silt Mixtures: clayey silt to silty clay 53.95 0.54 aayey 16.27 aayey aayey Clayey 10.0 aayey 7.8 16.1 0.62 -0.06 25.59 16.10 3.85 2.95 aays 55.29 0.54 aayey 14.76 aayey aayey Clayey 10.0 aayey 7.85 14.9 0.55 0.06 25.75 14.90 3.69 2.97 Ciays 56.75 0.54 aavey 13.47 aayey aayey Clayey 10.0 aayey 7.9 13.4 0.51 0.11 25.92 13 40 381 3.03 aays 60.43 0.54 aayey 11 89 a.yey Clayey Clayey 10.0 aayey 7.95 14.2 0.55 0.07 26.08 14 20 3.87 3.01 aays 59.23 0.54 aayey 12.63 aayey aayey Clayey 10.0 aayey 8 14.5 0.6 0.04 26.25 14.50 4.14 3.02 aays 59.99 0.54 aayey 12.85 aayey Clayey Clayey 10.0 aayey 8.05 13.3 0.66 0.11 26.41 13.30 4.96 3.11 aays 66.19 0.54 aayey 1160 aayey aayey Clayey 10.0 aayey 8.1 13.8 0.63 0.11 26.57 13.80 4.57 3.07 aays 63.58 0.54 a.yey 12.03 aayey aayey Clayey 10.0 Clayey 8.15 18.6 0.6 0.11 26.74 18.60 3.23 2.86 Silt Mixtures: clayey silt to silty Clay 49.53 0.54 aayey 16 67 aayey aayey Clayey 10.0 aayey 8.2 0.88 0.19 26.90 25.10 3.51 2 77 sit MixturesÂ· clayey silt to silty clay 44.23 0.56 aayey 22.93 aayey aayey Clayey 10.0 aayey 8.25 1.29 0.36 2707 30.90 4.17 2.75 Silt Mixtures: cl@yey silt to silty clay 42.93 0.56 aayey 28.45 Clayey 10.0 aayeyaayeyaayey 8.3 1.53 0.31 27.23 30.30 505 2 81 Silt Mixtures: clayey silt to silty clay 46 63 0.56 aayey 27.73 Clayey aayey Clayey 10.0 aayey Plate C-12 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 30.2 1.8 0.21 27.40 30.20 5.96 2.86 8.4 43.1 2.27 0.08 27.56 43.10 5.27 2.71 8.45 43.9 2.78 -0.41 27.72 43.90 6.33 2.76 8.5 38.5 2.67 -1.37 27.89 38.49 6.94 2.84 8.55 29.6 2.29 -3.97 28.05 29.56 7.74 2.96 8.6 25.8 1.78 4.17 2822 25.75 6.90 2.97 8.65 25.7 1.28 -4.05 28.38 25.66 4.98 2.88 8.7 25.6 1.15 -3.98 28.54 25.56 4.49 2.85 8.75 27.8 1.18 -3.92 28.71 27.76 4.24 2.81 8.8 31.1 1.34 -3.83 28.87 31.06 4.31 2.77 8.85 35.5 1.71 -3.83 2904 35.46 4.82 2 76 8.9 47.7 2.09 -3.74 29.20 47.66 4.38 2 63 8.95 53.1 2.32 -3.74 29.36 53.06 4.37 2.58 9 54.2 2.39 -3.64 29.53 54.16 4.41 2.58 9.05 50.6 2.11 -3.55 29.69 50 56 417 2.60 9.1 46.1 2.57 -3.55 29.86 46.06 5.57 2.73 9.15 41 2.45 -3.48 30.02 40.96 5.98 2.79 9.2 40.9 2.38 -3.45 30.18 40.86 5.82 2.78 9.25 44.4 2.43 -3.41 30.35 44.36 5.47 2.74 9.3 48.5 2.61 -3.36 30.51 48.46 5.38 2.70 9.35 49.5 2.82 -3.36 30.68 49.46 5.70 2.72 9.4 51.9 3.35 -3.36 30.84 51.86 6.45 2.74 9.45 66 4.05 -3.36 31.00 65.96 6.14 2.65 9.5 66.1 4.44 -3.36 31.17 66.06 6.72 2.68 9.55 61.7 3.9 -3.48 31.33 61.66 632 2.69 9.6 48.4 3.04 -3.55 31.50 48.36 6.28 2.76 9.65 36.4 2.36 -3.64 31.66 36.36 6.48 2.87 9.7 32.6 1.96 -3.71 31.82 32.56 6.01 2.88 9.75 27.2 1.52 -3.83 31.99 27.16 5.59 2.93 9.8 25.8 1.21 -3.83 32.15 25.76 4.69 2.90 9.85 26 1.27 -3.83 32.32 25.96 4.88 2.91 9.9 35.3 1.52 -3.75 32.48 35.26 4.31 2.76 9.95 33.9 1.65 -3.74 32.64 33.86 4.87 2.81 10 31.4 1.42 -3.74 32.81 31.36 4.52 2 82 10.05 31.5 1.35 -3.73 32.97 31.46 4.29 2.80 10.1 29.5 1.16 -3.64 33.14 29.46 3.93 2.80 10.15 28.3 1.17 -3.61 33.30 28.26 4.13 2.83 10.2 31.6 1.19 -3.55 3346 31.56 3.77 2.77 10.25 32.8 1.42 -3.55 3363 32.76 4.33 2.80 10.3 41.2 1.88 -3.49 33.79 41.16 4.56 2.73 10.35 47.3 2.5 -3.45 33.96 47.26 529 2.73 10.4 44.7 2.66 -3.45 34.12 44.66 5.95 2.79 10.45 41.2 2.56 -3.45 34.28 41.16 6.21 2.83 10.5 36.9 2.28 -3.45 34.45 36.86 6.18 2.87 10.55 33.6 1.96 -3.45 34.61 33.56 5.83 2.89 10.6 33.1 1.91 -3.45 34.78 33.06 5.77 2.89 10.65 1.91 -3.45 34.94 33.86 5.63 2.87 Silt Mixtures: clayey stlt to silly clay 49.78 0.56 aayey 27.SO Clayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 40.91 0.56 aayey 39.73 Clayey aiyey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 43.87 0.56 a.yey 40.30 aayey aayey Clayey 10.0 aayey Silt MixturesÂ· clayey silt to silty clay 48.05 0.56 aayey 34 98 aavey aiyey Clayey 10.0 Clayey aays 55.70 0.56 aayey 26.40 aayey aaye,Clayey 10.0 aayey aays 56.59 0.56 aayey 2270 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 50.57 0.56 a.yey 22.49 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey sllt to silty clay 48.93 0.56 aayey 22.29 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 46.28 0.56 aayey 24.23 aayey aayey Clayey 10.0 aayey Vlt Mixtures: clayey silt to silty clay 4432 0.56 aayey 27.16 aayey aayey Clayey 10.0 aayey S,lt Mixtures: clayey silt to silty clay 43.69 0.56 a.yey 31.09 a.yey Clayey Clayey 10.0 aayey Silt Mixtures: clayey silt to silly clay 36.98 0.56 aayey 42.13 a.yey a.yey Clayey 10.0 aayey Sand Mixtures: silty sand to sandy silt 34.55 0.56 3.23 49.33 159 12 0.66 1.2 1.2 Liquefiable Sand Midures: silty sand to sandy $ilt 34.41 0.56 3.21 50.24 161.25 1.00 1.8 1.8 Non-Liquefiable Silt Mixtures: clayey silt to silry clay 35.48 0.56 aayey 44.19 aayey aayey Clayey 10.0 Clayey Silt Mixtures: clayey silt to silty clay 41.80 0.56 aayey 39.94 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey Silt to silly clay 45.22 0.56 aayey 35 18 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to sitty clay 44.87 0.56 a.yey 34.94 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey silt to 51!ty clay 42.38 0 56 aayey 37.89 aayey aayey Clayey 10.0 aayey Silt Mixtures: clayey sllt to silly clay 40.62 0.56 aayey 41.36 aayey a,yey Clayey 10.0 aayey Silt Mixtures: clayey silt to silty clay 41.31 0.56 aayey 42.06 aayey aayey Clayey 10.0 Clayey Silt Mixtures: clayey silt to silty clay 4275 0.56 aayey 43.99 aayey aayey Clayey 10.0 Clayey Silt Mixtures: clayey silt to silty Clay 38.05 0.56 aayey 56.14 aayey aayey Clayey 10.0 aayey SIt Mixtures: clayey silt to silty clay Silt Mixtures: clayey silt to $,Ity clay Silt Mi*tures: clayey silt to silty clay Sin Mbrtures: cl@yey silt to silty clay Silt Mixtures: clayey silt to silty clay ' Silt Mixtures: clayey silt to silly clay Silt Mixtum: clayey silt to silty clay SIt Mixtures: clayey silt to stir, clay Silt Mixtures: clayey silt to Silly clay , Silt Mixtures: clayey silt to silty clay ' Silt Mixtures: clayey silt to silty clay , Silt Mixtures: clayeysilt tosilty clay Silt Mixtures: clayey silt to silty clay Silt Mixtures: clayey silt to silty clay Silt Mixtures: clayey silt to silty clay Silt Mixtures: clayey silt to silty clay Silt MixturesÂ· clayey silt to $;Ity clay Silt Mixtures: clayey silt to s,Ity clay Silt Mixtures: clayey silt to silly clay Silt Mixtures: clayey silt to silly clay Silt Mixtures: clayey silt to sitty clay Silt Mixtures: clayey silt to silly clay Silt Mixtures: clayey silt to silty clay Silt Mixtures: clayey silt to silbillk ALBUS-KEEFE & ASSOCIATES, INC. 39.64 0.56 aayey 55.99 aiyey aayey Clayey 10.0 aiyey 39.73 0.56 0@yey St.93 Clayey aayey Clayey 10.0 Clayey 43.78 0.56 aayey 40.21 aayey aayey Clayey 10.0 aayey 49.88 0.56 Clayey 29.71 a.yey Clayey Clayey 10.0 aayey 50.85 0.56 aiyey 26.32 aayey Clayey Clayey 10.0 aayey 53.59 0.56 aayey 21.59 aayey aayey Clayey 10.0 a,yey 51.69 0.56 aayey 20.31 aayey Clayey Clayey 10.0 aayey 52 34 O.S6 aayey 20.39 aiyey aayey Clayey 10.0 aayey 43.67 0.56 aayey 28.14 aayey a.yey Clayey 10.0 aayey 46.65 0.56 Clayey 26.85 a. yey aayey Clayey 10.0 a.yey 47.06 0.56 aayey 24.64 Clayey aayey Clayey 10.0 aayey 46 16 0 56 aayey 24.62 a.yey aiyey Clayey 10.0 aayey 46.20 0.56 Clayey 22.85 aayey aavey Clayey 10.0 aayey 4804 0.56 Clayey 21.76 a.yey Clayey Clayey 10.0 aayey 44.22 0.56 aayey 24.39 aayey cavey Clayey 10.0 aayey 45.82 0.56 a,yey 25.27 aayey aavey Clayey 10.0 a,yey 42.27 0.56 aiyey 32.03 a.yey aayey Clayey 10.0 aayey 42.27 0.56 aayey 36.87 aiyey aiyey Clayey 10.0 aayey 45.46 0.56 Clayey 34.61 aayey aayey Clayey 10.0 aayey 47.90 O.S6 aayey 31.64 aayey aayey Clayey 10.0 aayey 50.11 0.56 Clayey 28.05 aayey aayey Clayey 10.0 aayey 51.11 0.56 Clayey 25.29 aayey aayey Clayey 10.0 aayey 51.32 0.56 aayey 24.79 cayey Clayey Clayey 10.0 aayey 50.44 0.56 Clayey 25.32 Clayey aayey Clayey 10.0 AI- aayey 5 of 7 33 28.7 24 22.3 22.1 24.4 28.2 36.2 40.8 41.3 40.9 41.2 49.7 54.5 56.8 60.3 61.7 64.8 107.9 151.2 185.3 192.3 187.1 171.3 131.8 90.3 61.1 52.2 123.3 251.4 328 351.9 357.6 357.9 350.8 344.6 340.4 332.1 317.1 302.4 292.9 300.2 310.1 312.2 316.9 321.5 321.7 10.7 1.96 -3.36 35.10 32.96 5.94 2.90 Silt Mixtures: clayey silt to slity clay 52.10 0.56 aayey 24.51 aayey aayey Clayey 10.0 aayey 10.75 1.7 -3.45 35.27 28.66 5.92 2.95 aays 55.33 0.56 aayey 21.01 aayey aayey Clayey 10.0 a,yey 10.8 1.36 -3.42 35.43 23.96 5.67 3.01 aays 58.99 0.56 aayey 17.22 aayey Clayey Clayey 10.0 aayey 10.85 1.06 -3.36 35.60 22.26 4.75 2.99 aays 57.62 0.56 aayey 15.82 Clayey aayey Clayey 10.0 aayey 10.9 0.87 -3.36 35.76 22.06 3.94 2.94 Silt Mixtures: clayey silt to sitty clay 54.52 0.56 Clayey 15.60 aayey aayey Clayey 10.0 aayey 10.95 0.98 -3.36 35.93 24.36 4.02 2.91 Silt Mixtures: clayey silt to silty clay 52.47 0.56 aayey 17.32 aayey aayey Clayey 10.0 aayey 11 1.35 -3.2 36.09 2817 4 79 2.90 S,It Mixtures: clayey silt to sitty clay 52.20 0.56 aayey 20.20 aayey aayey Clayey 10.0 aayey 11.05 1.61 -3.17 36.25 36.17 4.45 2.79 Silt Mixtures: clayey silt to silty clay 45.52 0 56 a,yey 26.30 aayey aayey Clayey 10.0 Â·aayey 11.1 1.9 -3.17 36.42 40.77 4.66 2.76 Silt Mixtures: clayey silt to s|Ity clay 43.97 0.56 aayey 29.74 Ciayey aayey Clayey 10.0 aayey 11.15 2.16 -3.17 36.58 41.27 5.23 2.80 Silt Mixtures: clayey silt to silty clay 45.80 0.54 aayey 30.01 aayey aiyey Clayey 10.0 aayey 11.2 2.4 -3.14 36.75 4087 5.87 284 Silt MixturesÂ· clayey silt to silty clay 48.13 0.54 aayey 29.59 aayey aiyey Clayey 10.0 aayey 11.25 2.52 -3.09 36.91 41.17 6.12 2.85 S,lt Mixtures: clayey silt to silty clay 48.82 0.54 aayey 2970 a.yey aayey Clayey 10.0 aayey 11.3 2.61 -3.08 37.07 49.67 5.25 2.74 Silt MixturesÂ· clayey slit to silty clay 42.57 0.54 Clayey 36.04 aayey aayey Clayey 10.0 Clayey 11.35 2.74 -3.08 37.24 S4.47 5.03 2.70 Silt MixturesÂ· clayey silt to silty clay 40.26 0.54 aayey 39.53 aayey aiyey Clayey 10.0 aayey 11.4 3.39 -3.08 37.40 56.77 5.97 2.74 Silt Mixtures. clayey silt to s,Ity clay 42.52 O.S4 aayey 41.12 aayey a.yey Clayey 10.0 a,yey 11.45 3.77 -3.02 37.57 60.27 6.25 2 74 Silt Mixtures: clayey Silt to s,Ity clay 42.36 0.54 aavey 43.59 aayey aayey Clayey 10.0 aayey 11.5 3.76 -3.22 37.73 61.67 6.09 2.72 Silt Mixtures. clayey silt to silty clay 41.58 O.S4 aayey 44.48 a.yey aayey Clayey 10.0 aayey 11.55 4.05 -3.19 37.89 64.77 .6.25 2.72 S,lt Mixtures: clayey silt to s,Ity clay 41.26 0.54 aayey 46.63 aayey aayey Clayey 10.0 aayey 11.6 4.3 -3.08 38 06 107.87 3.99 2.37 Sand Mixtures: silty sand to sandy silt 25.39 0.54 2.21 90.43 200.03 1.00 1.9 1.9 Non-Liquefiable 11.65 4.68 -3.08 38.22 151.17 3.10 2.20 Sand Mixtures: silty sand to sandy silt 18.85 0.54 1.66 126.50 209.47 1.00 1.9 1.9 Non-Liquefiable 11.7 4.34 -3.23 38.39 185.27 2.34 2.05 Sands: clean to silty 14.21 0.54 1.36 154.76 211.08 1.00 1.9 1.9 Non-Liquefiable 11.75 3.86 -3.37 38 55 192.26 2.01 1.98 Sands: clean to silty 12 51 0.54 128 160.32 205.07 1.00 1.9 1.9 Non-Liquefiable 11.8 3.8 -3.59 38.71 187.06 2 03 2.00 Sands: clean to silty 12.83 0.54 1.29 155.72 201.57 1.00 1.9 1.9 Non-Liquefiable 11.85 2.7 -4.16 38.88 171.26 1.58 1.94 Sands: clean to silty 11.36 0.54 1.23 142.32 174.78 1.00 1.9 1.9 Non-Liquefiable 11.9 2.73 -4.35 39.04 131.75 2.07 2.11 Sand Mixtures: silty sand to sandy silt 1597 0.54 1.46 109.31 160.11 1.00 1.9 1.9 Non-Liquef,able 11.95 3.02 -4.11 39.21 90.26 3.34 2.37 Sand Mixtures: silty sand to sandy silt 2S.32 0.54 2.21 74.77 164.89 1.00 1.9 1.9 Non-Liquefiable 12 3.18 -4.26 39.37 61 05 5.20 269 S,It Mixtures: clayey silt to sitty clay 39.66 0.54 aayey 42.46 aayey Clayey Clayey 10.0 aayey 12.05 3.49 -4.28 39.53 5215 6 69 2.82 Silt Mixtures: clayey silt to silty clay 46.95 0.54 aayey 35.89 aayey Clayey Clayey 10.0 aayey 12.1 4.16 -4.11 39.70 123.26 3.37 2.29 Sand Mixtures: silty sand to sardy silt 22.01 0.54 1.91 101.S7 193.51 1.00 1.9 1.9 Non-Liquefiable 12.15 4.65 -4.1 39.86 251.36 1.85 1.89 Sands: clean to silty 10.06 0.54 1.18 206.74 243 11 1.00 1.9 1.9 Non-Liquefiable 12.2 4.43 -4.52 40.03 327.95 1.35 1.71 Sands: clean to silty 6.25 0.54 1.04 269.28 280 74 1.00 1.9 1.9 Non-Liquefiable 12.25 3.77 -5.25 40.19 351.84 1.07 1.61 Sands: clean to silty 4.52 0.54 1.00 28841 288.41 1.00 1.9 1.9 Non-Liquefiable 12.3 3.01 -5.96 40.35 357.54 0.84 1.53 Sands: clean to slity 3.20 0.54 1.00 292.60 292 60 1.00 1.9 1.9 Non-Liquefiable 12.35 2.48 -6.42 40.52 357.83 0.69 1.46 Sands. clean to sllty 2.32 0.54 1.00 292.35 292.35 1.00 1.9 1.9 Non-Liquefiable 12.4 2.15 -6.66 40.68 350 73 0.61 1.43 Sands: clean to silty 1.91 0.54 1.00 286.08 28608 1.00 1.9 1.9 Non-Liqueflable 12.45 1.95 -6.74 40.85 344.53 0.57 141 SandsÂ· clean to silty 1.68 0.54 100 280.55 280.55 1.00 1.9 1.9 Non-Liquefiable 12.5 172 -6,77 41.01 340.33 0.St 1.38 Sands: clean to silty 1.33 0.54 100 27668 276.68 1.00 1.9 1.9 Non-liquefiable 12.55 1.6 -6.83 41.17 332.03 0.48 1.38 SandsÂ· clean to silty 1.27 0.54 1.00 269.49 269.49 1.00 1.9 1.9 Non-Liquefiable 12.6 1.6 -6.83 41.34 317.03 0.50 1.41 Sands: clean to silty 1.62 0.54 1.00 256.89 256.89 1 00 1.9 1.9 Non-Liquefiable 12.65 1.62 -6.83 41.SO 302.33 0.54 1.44 Sands: clean to silly 2.04 0.54 1.00 244.58 244.58 1.00 1.9 1.9 Non-liquefiable 12.7 1.51 -6.77 4167 292.83 0.52 1.44 Sands: clear to silty 2.04 0.54 1.00 23651 236.St 1.00 1.9 1.9 Non-Liquefiable 12.75 1.47 -6.74 41.83 300.13 0.49 1.42 Sands: clear to silty 1.76 0.S4 100 24201 242.01 1.00 1.9 1.9 Non-Uqueflable 12.8 1.43 -6.74 41.99 31003 046 1.39 SandsÂ· clean to Silty 1.43 0 54 1.00 249.59 249.59 1.00 1.9 1.9 Non-L,queflable 12.85 1.36 -6.01 42.16 312.14 0.44 1.37 Sands: clean to silty 1.22 O.S4 1.00 250.87 250.87 1.00 1.9 1.9 Non-Liquefiable 12.9 1.35 -5.99 42.32 316.84 043 1.36 finds: clean to silty 110 0.54 100 254.24 254.24 1.00 1.9 1.9 Non-liquefiable 12.95 1.38 -5.99 42.49 321.44 0.43 1.36 Sands: clean to stir,1.08 0.54 1.00 257.52 257.52 1.00 1.9 1.9 Non-Liqueflable 13 1.45 -5.9 42.65 32164 045 1.38 Sands: clean to silty 1.23 0.54 100 257.26 257.26 1.00 1.9 1.9 Non-Liquefiable Plate C-12 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 1.47 -5.89 42.81 312.34 0.47 1.40 Sands: clean to slity 1.50 0.54 1.00 24943 24943 1.00 1.9 1.9 Non-liquefiable 13.1 1.47 -5.8 42.98 298.24 0.49 1.43 Sands: clean to sitty 186 0.54 1.00 237.79 237.79 1.00 1.9 1.9 Non-liquefiable 13.15 '1.54 -5.73 43.14 294.64 0.52 1.45 Sands: clear to silty 2.13 0.54 1.00 234.55 234.55 1.00 1.9 1.9 Non-Liquefiable 13.2 1.64 -5.71 43.31 285.94 0.57 1.48 Sands: clean to silty 2.63 0.54 1.00 227.27 227.27 1.00 1.9 1.9 Non-Liquefiable 13.25 1.66 -5.61 43.47 281.74 0.59 1.50 Sands: clean to silly 2.81 0.54 1.00 223.58 223.58 1.00 1.9 1.9 Non-Liquefiable 13.3 1.62 -5.52 4364 293.54 0.55 1.47 Sands: clean to silly 2.37 0.54 1.00 232.57 232.57 1.00 1.9 1.9 Non-Liquefiable 13.35 1.74 -5.43 43.80 300.84 0.58 147 Sandi: clean to silly 2.45 0.52 1.00 237.98 237.98 1.00 1.9 1.9 Non-Liquefiable 13.4 1.76 -5.33 43.96 297 S4 0.59 1.48 Sands: clean to silty 2.60 0.52 1.00 235.01 235.01 100 1.9 1.9 Non-Liquefiable 13.45 1.66 -5.21 44.13 286.44 0 58 149 Sands: clean to siltY 2.69 0.52 1.00 225.89 225.89 1.00 1.9 1.9 Non-Liquefiable 13.5 ,1.53 -5.14 4429 265.34 0.58 1.51 Sands: clean to silty 3.04 0.52 1.00 208.93 208.93 1.00 1.9 1.9 Non-LIquefiable 13.55 1.56 -5.06 44.46 241.15 0.65 1.58 Sands: clean to silty 4.03 0.52 1.00 189 58 189.S8 100 1.9 1.9 Non-liquef,able 13.6 ,2.12 -4.99 44.62 209.35 1.01 1.76 Sands: clean to silty 7.24 0.52 1.08 164.34 176.93 1.00 1.9 1.9 Non-liquefiable 13.65 2.12 -4.95 44.78 201.95 105 1.78 Sands: clean to silty 7.70 0.52 1.09 158.28 172.91 1.00 1.9 1.9 Non-Liquefiable 13.7 2.68 -4.86 44.95 219.45 1.22 1.80 Sands: clean to silty 8.16 0.52 1.11 171 73 190 30 1.00 1.9 1.9 Non-liquefiable 13.75 3.13 -47 45.11 235.35 1.33 1.81 Sands. clean to silty 831 0 S2 1.11 183 89 204 71 1.00 1.9 1.9 Non-Liquefiable 13.8 3.66 -4.58 45.28 27775 1.32 1.76 SandsÂ· clean to silty 7.26 0.52 1.08 216.68 233.48 1.00 1.9 1.9 Non-Liquefiable 13.85 4.27 -4.58 45.44 301.55 1.42 1.76 Sands: clean to silty 7.29 O.S2 1.08 23489 253.36 1.00 1.9 1.9 Non-liquefiable 13.9 '4.58 -4.51 45.60 307.65 1.49 1.77 Sands: clean to silty 7.54 0.52 1.09 239.28 260.08 1.00 1.9 1.9 Non-Liquefiable 13.95 4.54 -4.57 45.77 299.55 1.52 1.79 Sands: clean to sitty 7.83 O.S2 1.10 232.63 255.11 100 1.9 1.9 Non-Liquefiable 14 I 4.19 -4.49 45.93 286.85 1.46 1.79 Sands: clean to stir,7 82 0.52 1.10 222.43 243.89 1.00 1.9 1.9 Non-Liquefiable 14.05 4.01 -4.49 46.10 277.55 1.44 1.79 Sands: clean to sllty 7.95 0.52 1.10 214.90 236.53 1.00 1.9 1.9 Non-Liquefiable 14.1 '3.96 -4.43 46.26 270.65 1.46 1.80 Sands: clean to glty 8.19 0.52 1.11 209.25 232.08 1.00 1.9 1.9 Non-Liquefiable 14.15 4.03 -4.39 46.42 264.05 1.53 1.82 Sands: clean to silly 8.66 0.52 1.13 203.84 229.36 1.00 1.9 1.9 Non-Liquef,able 14.2 4.04 -4.32 46.59 249 85 1.62 186 Sands: clean to silty 9.45 0.52 1.15 192.59 222.14 1.00 1.9 1.9 Non-Liquefiable 14.25 1 3.99 -4.3 46.75 237.25 1.68 1.89 Sands: clean to silly 10.11 0.52 1.18 182.61 215.11 1.00 1.9 1.9 Non-L,quefiable 14.3 !3.92 -4.27 46.92 228.15 1.72 1.91 Sands: clean to silty 1056 0.52 1.20 175.35 209.60 1.00 1.9 1.9 Non-liqueflable 14.35 3.74 -4.21 47.08 211.05 1.77 1.94 Sands: clean to silty 11.37 0.52 1.23 161.97 199.01 1.00 1.9 1.9 Non-L,quefiable 14.4 3.49 -4.21 47 24 187.55 1.86 1.99 Sands: clean to silty 12 69 0.52 1.29 143.73 185.05 1.00 1.9 1.9 Non-l,quefiable 14.45 3.57 4.21 47.41 162.75 2.19 2.09 Sand Mixtures: silty sand to sandy silt 15.38 0.52 1.43 124.55 178.05 1.00 1.9 1.9 Non-Liquefiable 14.5 3.63 -4.14 47.57 151.06 2.40 2.14 Sand Mixtures: s,Ity sard to sandy silt 16.97 0.52 1.53 115.43 176.31 100 1.9 1.9 Non-liquefiable 14.55 '3.28 -4.13 47.74 162.66 2.02 2.06 Sand Mixtures: silty sand to sandy silt 14.61 0.52 1.39 124.11 172.01 1.00 1.9 1.9 Non-Liqueflable 14.6 1.86 -4.21 47.90 182.55 1.02 1.81 Sands: clean to silly 8.39 0.52 1.12 139.09 155.20 0 62 1.2 1.2 liquefiable 14.65 1.59 4.28 48 06 188.35 0.84 1.75 Sand5: clear to silty 7.05 0.52 1.07 143.30 153.36 0.60 1.2 1.2 Uquefiable 14.7 1.88 -4.05 48.23 142.26 1.32 1.97 Sands: cle@n to silty 12.18 0.52 1.26 108.08 136.60 0.46 0.9 0.9 Liquefiable 14.75 2.22 -4.11 48.39 9246 2.40 2.29 Sand MixturesÂ· sitty sand to sandy silt 22.14 0.52 1.92 70.15 134.41 0.44 0.9 0.9 Liqueflable 14.8 2.29 -4.06 48.56 62.36 367 2.63 Sllt Mixtures: clayey silt to silty clay 36.85 0.52 aayey 36.10 aayey aayey Clayey 10.0 14.85 1.9 -4.11 48.72 36.46 5.21 2.93 Silt Mixtures: clayey silt to silty clay 53 69 0.52 aayey 20.32 aayey aayey Clayey 10.0 14.9 1.27 -4.04 48 88 25.16 5.04 3.06 aays 62 91 0.52 aayey 13.43 aayey aayey Clayey 10.0 14.95 0.73 -3.91 49.05 20.16 3 61 3.07 aays 63.38 0.52 aayey 10.38 aayey aayey Clayey 10.0 15 0.58 -3.79 49.21 17.66 3.28 3.11 aays 66.06 0.52 aayey 8.85 a,yey aayey Clayey 10.0 15.05 0.49 -3.59 49.38 17.36 2.82 3.08 aays 64.01 0.52 aayey 864 a.yey aayey Clayey 10.0 15.1 0.45 -3.44 49.54 1666 2.69 3.09 aays 6477 0.50 aayey 8.19 aayey aayey Clayey 10.0 15.15 0.43 -3.32 49.70 16.26 2.64 3.10 aays 65.37 0.50 a.yey 7.92 aayey aayey Clayey 10.0 15.2 0.42 -3.19 49.87 15.87 2.64 3.11 aays 6640 0.50 aayey 7.66 aiyey aayey Clayey 10.0 15.25 0.41 -2.56 50.03 15.77 2.59 311 aays 66.42 0.50 aayey 7.57 Clayey aayey Clayey 10.0 312.4 298.3 294.7 286 281.e 293.6 300.9 297.6 286.E 265.4 241.2 209.4 202 219.5 235.4 277.E 301.6 307.7 299.E 286.6 277.E 270.7 264.1 249.5 237.2 228. 211.1 187.â‚¬ 162.E 151.1 162.7 182.â‚¬ 188.4 142.2 92.5 62.4 36.5 25.2 20.2 17.7 17.4 16.7 16.3 15.9 15.8 ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aiyey aayey aayey aayey aayey aiyey 7 of 7 Client:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.:13A Location: 2001 E. Dyer Rd., SA Moment Magnitude: 6.61 M MSF:Il.45 1 Soil Prof le Ground Surface Elevation: ft Thicknes Unit Wt.Bottom (SV }bot Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 (CPTU) 3 60 3.600 - mm (35.7) 4 60 3.600 Area: -cmi (10) 5 60 3.600 Area Ratio:|0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 8%***999 23****4 (Use no more than 8 soil layers) Basic Data@ Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR 4 Estimated Meas. Tip Side DYn. Pore Corr. Tip Friction S8T Index SBT Fines Cyclic Soil Depth Resist., g Friction, 1,Pressure Depth Resist, q,Ratio Ic aassincation Content Stress aassit. (m)(t50 (tsf)(psi) (ft) (tsf)Rf{%) 0 (%) Ratio Factor 0.05 9.60 0.00 0.04 0.16 9.60 0.00 2.61 Silt Mixtures: clayey silt to Illty clay 35.88 0.38 Clayey 0.1 151.50 1.36 0.13 0.33 151.50 0.90 1.62 Sands: clean to silly 4.61 0.38 1.00 0.15 202.20 1.79 -0.06 0.49 202.20 0 89 1.53 Sands: clean to silty 3.23 0.38 1.00 0.2 164.40 1.84 -0.06 0.66 164.40 1.12 1.66 Sands: clean to silty 5.44 0.38 1.01 0.25 106.90 2.02 -0.06 0.82 106.90 1.89 1.96 Sands: clean to silly 11.82 0.38 1.25 0.3 59.60 1.97 0.04 0.98 59.60 3.31 2.31 Sandi Mixtures: silty sand to sandy silt 22.78 0.38 1.97 0.35 36.90 1.93 0.04 1.15 36.90 5.23 2.59 Sandi Mixtures: silty sand to sandy silt 35.08 0.38 3.29 0.4 28.50 1.77 0.00 1.31 28,50 6.21 2.73 Silt Mixtures: ct@yey silt to silty clay 41.81 0.38 a.yey 0.45 26.70 1.49 -0.06 1.48 26.70 S.S8 2.71 Silt MixturesÂ· clayey stlt to silty clay 41.02 0.38 aayey 0.5 25.30 1.42 -0.27 1.64 25.30 5.61 2.73 SIt Mixtures: clayey silt to silty clay 42.00 0.38 aayey 0.55 23.90 1.38 -0.24 1.80 23.90 5.77 2.75 Silt Mixtures: clayey silt to silty clay 43.44 0.38 aayey 0.6 25.50 1.27 -0.24 1.97 25.SO 4.98 2.69 Silt Mixtures: clayey silt to silty Clay 39.89 0.38 aayey 0.65 23.20 1.01 -0.31 213 23.20 4.35 2.68 Silt Mixtures: clayey slit to slity clay 39.27 0.38 a.yey 0.7 20.50 0.85 -0.28 2.30 20.SO 4.15 2.70 Silt Mixtures: clayey jilt to silty clay 40.58 0.38 aayey 0.75 21.10 0.86 -0.15 2.46 21.10 4.08 2.69 Silt Mixtures: clayey silt to silty clay 39.83 0.38 aayey 0.8 22.50 1.04 -0.16 2.62 22.SO 4.62 2.71 Silt Mixtures: clayey silt to silty clay 40.76 0.38 aayey 0.85 25.00 1.28 -0.24 2.79 25.00 512 2.70 Silt Mixtures: clayey silt to sitty clay 40.70 0.38 aayey 0.9 28.70 1.53 -0.34 2.95 28.70 5.33 2.68 Silt Mixtures: clayey silt to silty clay 39.17 0.38 aiyey 0.95 33.00 1.74 4.24 3.12 33.00 5.27 2.63 Silt Mixtures: clayey silt to $ilty clay 36.88 0.38 aayey 1 35.40 1.91 -0.15 3.28 35.40 5.40 2.62 Silt Mixtures: clayey silt to $ilty clay 36.23 0.38 aayey 1.05 39.70 2.17 -0.24 3.44 39.70 5.47 2.59 Sand Mixtures: silty sand to sandy $,lt 34.82 0.38 3.26 1.1 43.10 2.40 -0.34 3.61 43.10 5.57 2.57 Sand Mixtures: silly sand to sandy silt 34.00 0.38 3.16 1.15 42.80 2.57 -0.62 3.77 42.79 6.00 2.60 Sand Mixtures: silty sand to sandy silt 35.31 0.38 3.32 1.2 44.00 2.67 -0.97 3.94 43.99 6.07 2.59 Sand Mixtures: silty sand to sandy silt 35.11 0.38 3.30 1.25 45.40 2.76 -1.19 4.10 45.39 6.08 2.59 Sand Mixtures: silty sand to sandy silt 34.73 0.38 3.25 ALBUS-KEEFE & ASSOCIATES, INC. Uquefaction Analysis Corrected Factor of Uquefaction q /N for Fines CRR7.5'MSF Safety Susceptibility (4'1N). Adjusted Cyclic Resist.CRR/CSR FS for Design Ratio 1.3 14.52 Clayey Clayey NA NA Above High GWL 229.11 229.11 1.00 NA NA Above High GWL 305.78 305 78 1.00 NA NA Above High GWL 248.62 251.69 1.00 NA NA Above High GWL 161.66 201.75 1.00 NA NA Above High GWL 90.13 177.67 1.00 NA NA Above High GWL 55.80 183.74 1.00 NA NA Above High GWL 43.10 a.yey aayey NA NA Above High GWL 40.38 aayey aayey NA NA Above High GWL 38.26 aayey aayey NA NA Above High GWL 36.14 aayey a.yey NA NA Above High GWL 38.56 aayey aIvey NA NA Above High GWL 35.09 aayey aayey NA NA Above High GWL 31.00 aayey aayey NA NA Above High GWL 31.91 aayey aayey NA NA Above High GWL 34.03 aayey aayey NA NA Above High GWL 37.81 aayey aavey NA NA Above High GWL 43.40 aayev aayey NA NA Above High GWL 49.91 aayey aayey NA NA Above High GWL 53.53 aayey aayey NA NA Above High GWL 60.04 195.71 1.00 NA NA Above High GWL 65.18 205.90 1.00 NA NA Above High GWL 64.73 214.96 1.00 NA NA Above High GWL 66.54 219.33 1.00 NA NA Above High GWL 68.66 223.01 1.00 NA NA Above High GWL Plate C-13 1 of 7 1.3 47.30 2.86 -2.03 4.27 47.28 6.05 2.57 Sand Mixtures: silty sand to sandy silt 34.10 0.38 3.17 71.53 226.83 100 NA NA Above High GWL 1.35 47.70 2.89 -2.99 4.43 47.67 6.06 2.57 Sand Mixtures: silty sand to sandy sitt 34 03 0.38 3.16 72.14 22809 1.00 NA NA Above High GWL 1.4 45.40 2.85 -3.76 4.59 45.36 6.28 2.60 Sand Mixtures: sitty sand to sandy silt 35.26 0 38 3.31 68.66 227.59 1.00 NA NA Above High GWL 1.45 42.60 2.79 -4.08 4.76 42.56 6.55 2.63 Silt Mixtures: clayey silt to sllty clay 36.84 0.38 aayey 64.42 aiyey Clayey NA NA Above High GWL 1.5 38.60 2.67 -4.32 4.92 38.55 6.92 2.68 Silt Mixtures: clayey silt toillty clay 39.18 0.36 aayey 58.37 aayey aayey NA NA Above High GWL 1.55 32.60 2.01 -4.69 5.09 32.55 6.17 2.69 Silt Mixtures: clayey silt to silty clay 39.72 0.36 aayey 49.30 a.yey aayey NA NA Above High GWL 1.6 27.60 1.95 -5.12 5.25 27.54 7.07 2.78 Silt Mixtures: clayey silt to $ilty clay 44.79 0.36 aayey 41.74 aayey aayey NA NA Above High GWL 1.65 25.40 1.81 -5.10 5.41 25.34 7.13 2.61 Silt Mixtures: clayey silt to silly clay 35.96 0.36 aayey 77.20 aayey aayey NA NA Above High GWL 1.7 24.40 1.63 -5.26 5.58 24.34 6.68 2.61 Silt Mixtures: clayey silt to silty clay 35.81 0.36 aayey 71.91 aayey aayey NA NA Above High GWL 1.75 21.60 1.41 -5.63 5.74 21.54 6.53 2.64 Silt Mixtures: clayey silt to silty clay 37.54 0.36 aayey 61.70 (layey aayey NA NA Above High GWL 1.8 19.10 1.23 -5.69 5.91 19.04 6.44 2.68 Silt Mixtures: clayey silt to silly clay 39.57 0.36 aayey 52.90 aayey a.yey NA NA Above High GWL 1.85 17.80 1.09 -5.69 6.07 17.74 6.12 2.70 kit Mixtures: clayey silt to silty clay 40.24 0.36 aayey 47.88 aayey aayey NA NA Above High GWL 1.9 15.20 1.07 -5.62 6.23 15.14 7.04 2.80 Silt Mixtures: clayey sitt to silty clay 45.82 0.36 a.yey 39.64 aayey aayey NA NA Above High GWL 1.95 16.00 1.16 -5.69 6.40 15.94 7.25 2.80 Sm Mixtures: clayey silt to silly clay 45.93 0.36 a,yey 40.68 aayey aayey NA NA Above High GWL 2 17.80 1.30 -5.61 6.56 17.74 7.30 2.78 9lt Mixtures: clayey silt to silly clay 44.66 0.36 aayey 44.21 aayey aayey NA NA Above High GWL 2.05 21.90 1.37 -5.53 6.73 21.84 6.26 2.67 Silt Mixtures: clayey silt to sllty clay 38.97 0.36 aayey 5327 a,yey aayey NA NA Above High GWL 2.1 32.20 1.33 -5.50 6.89 32.14 4.13 2.56 Sand Mixtures: sitty sand to sandy silt 33.58 0.36 3.11 48.69 151.32 0.58 NA NA Above High GWL 2.15 47.10 1.32 -5.35 7.05 47.04 2.80 2.33 Sand Mixtures: sllty sand to sandy silt 23.63 0.36 2.05 70.39 144.07 0.52 NA NA Above High GWL 2.2 60.20 1.24 -3.67 7.22 60.16 2.06 2.16 Sand Mixtures: silty sand to sandy silt 17.75 0.36 1.58 88.94 140.45 0.49 NA NA Above High GWL 2.25 68.10 1.12 -1.77 7.38 68.08 1.64 2.06 Sand Mixtures: silty sand to sandy silt 14.59 0.36 1.38 99.48 137.74 0.47 NA NA Above High GWL 2.3 65.90 1.04 -0.57 7.55 65.89 1.58 2.06 Sand Mixtures: silly sand to sandy silt 14.63 0.36 1.39 95.22 132.04 0.43 NA NA Above High GWL 2.35 55.90 0.99 -0.15 7.71 55.90 1.77 2.15 Sand Mixtures: silty sand to sandy silt 17.36 0.36 1.55 79.90 124.10 0.37 NA NA Above Hith GWL 2.4 42.60 0.98 -0.15 7 87 42.60 2.30 2.32 Sand Mixtures: silty und to sandy silt 23.20 0.36 2.01 60.25 121.00 0.35 NA NA Above High GWL 2.45 30.00 1.07 -0.15 8.04 30.00 3.57 2.56 Sand Mixtures: silty sand to sandy silt 33.63 0.36 3.11 4205 130 94 042 1.2 1.2 Liquefiable 2.5 22.50 1.07 -0.22 8.20 22.50 4.76 2.63 Silt Mixtures: clayey silt to silty clay 36.93 0.38 aayey 45.30 aayey aiyey Clayey 10.0 aayey 2.55 18.40 1.04 .0.16 8.37 18.40 S.65 2.75 Silt Mixtures: clayey silt to silty clay 43.31 0.38 aayey 36.49 aayey aayey Clayey 10.0 aayey 2.6 17.60 1.03 -0.28 8.53 17.60 5.85 2.78 Silt Mixtures: clayey sitt to silty clay 44.90 0.38 aayey 34.50 aayev Clayey Clayey 10.0 aayey 2.65 16.80 1.03 -0.75 8.69 16.79 6.13 2.81 Silt Mixtures: clayey silt to silty clay 46.79 0.38 aayey 32.56 aayey aayey Clayey 10.0 aayey 2.7 15.50 1.01 -1.55 8.86 15.48 6.52 2.86 Silt Mixtures: clayey R to silty clay 49.65 0.38 aayey 29.66 aayey a.yey Clayey 10.0 clayey 2.75 14.90 0.96 -1.94 9.02 14.88 6.44 2.87 Silt Mixtures: clayey silt to silty clay 50.42 0.38 aayey 28.19 aayey Clayey Clayey 10.0 Clayey 2.8 14.00 0.91 -2.12 9.19 13.98 6.50 2.90 Silt Mixtures: clayey silt to silty clay 52.07 0.40 aayey 26.16 aayey aayey Clayey 10.0 a,yey 2.85 13.30 0.88 -2.12 9.35 13.28 6.62 2.93 Silt Mixtures: clayey silt to silty clay 53.70 0.40 aayey 24.55 aayey aayey Clayey 10.0 Clayey 2.9 12.70 0.85 -2.12 9.51 12.68 6.69 2.95 Silt Mixtures: clayey silt to silty clay 55.13 0.40 aayey 23.16 aayey aayey Clayey 10.0 aayey 2.95 12.80 0.85 -2.12 9.68 12.78 6.64 2.95 Silt Mixtures: clayey silt to siltÂ¥ clay 55.02 0.40 aayey 23.13 aayey aayey Clayey 10.0 aayey 3 13.10 0.86 -2.05 9.84 13.08 6.56 2.94 Silt Mixtures: elam silt to silly clay 54.SO 0.40 aayey 23.47 aayey aayey Clayey 10.0 a,yey 3.05 13.60 0.89 -2.03 10.01 13.58 6.54 2.93 Silt Mixtures: clayey silt to silty clay 53.83 0.40 aayey 24.17 aayey aayey Clayey 10.0 aavey 3.1 14.00 0.90 -2.03 10.17 13.98 6.43 2.92 Silt Mixtures: clayey 5|lt to Silty clay 53.06 0.42 Clayey 24.68 aayey aayey Clayey 10.0 aayey 3.15 14.30 0.92 -2.03 10.33 14.28 6.43 2.91 Silt Mixtures: clayey silt to silty clay 52.82 0.42 aayey 25.00 aayey aayey Clayey 10.0 aayey 3.2 14.20 0.93 -1.93 10.50 14.18 6.55 2.92 Silt Mixtures: clayey silt to silty clay 53.52 0.42 aayey 24.59 aavey aayey Clayey 10.0 a.yey 3.25 13.40 0.94 -1.93 10.66 13.38 7.01 2.97 aays 56.34 0.42 aayey 22.92 aayey aiyey Clayey 10.0 aayey 3.3 12.40 0.90 -1.87 10.83 12.38 7.26 3.01 aays 59.01 0.42 aayey 20.93 aavey aayey Clayey 10.0 aayey 3.35 11.70 0.81 -1.75 10.99 11.68 6.92 3.02 aays 59 63 0.42 aayey 3.4 11.60 0.65 -1.63 11.15 11.58 5.60 2.96 aays S5.86 042 aayey 3.45 11.90 0.66 -1.56 11.32 11.88 5.55 2.9S aays 55.27 0.42 aayey 3.5 12.70 0.74 -1.56 11.48 12.68 S.83 2.95 Silt Mixtures: clayey silt to silty clay 54.92 0.44 aayey 3.55 12.30 0.80 -1.56 11 65 12.28 6.50 2.99 aays 58.02 0.44 aayey aayey3.6 0.78 -1.50 11.81 11.38 6.84 3.04 aays 61.09 044 ALBUS-KEEFE & ASSOCIATES, INC. 19.50 aayey Cave,Clayey 10.0 Clayey 19.15 aayey Cl@yey Clayey 10.0 aayey 19.49 Cayey aayey Clayey 10.0 aayey 20.70 aayey aayey Clayey 10.0 aayey 19.83 aayey aayev Clayey 10.0 aayey 18.13 0@yey aayey Clayey 10.0 aayey e C-13 2 of 7 10.60 9.40 8.90 8.80 8.50 8.50 8.50 8.20 7.70 7.40 7.50 8.30 9.70 10.80 10.90 11.00 10.90 10.90 10.20 8.80 7.30 6.20 5.40 5.00 4.70 5.10 5.30 5.10 5.00 5.30 5.90 8.10 11.80 14.00 14.90 15.70 15.70 15.70 16.10 15.60 14.30 12.70 11.70 11.50 11.80 11.50 11.00 3.65 0.72 -1.37 11.98 10.59 6.79 3.07 aays 62.99 0.44 aayey 16.62 aayey aayey Clayey 10.0 aayey 3.7 0.66 -1.31 12.14 9.39 7.02 3.12 aays 67.12 0.44 aayey 14.47 aayey aayey Clayey 10.0 aayey 3.75 0.59 -1.03 12.30 8.89 6.63 3.13 aays 67.65 0.44 aayey 13.51 Clayey aayey Clayey 10.0 Clayey 3.8 0.54 4.91 12.47 8 79 6 14 3.12 aays 66.57 044 aayey 13.23 aayey aayey Clayey 10.0 aayey 3.85 0.51 -0.84 12.63 8.49 6.00 3.13 aays 67.33 0.44 aayey 12.62 a,yey a,yey Clayey 10.0 aavey 3.9 0.49 -0.81 12.80 8 49 5.76 3.12 aays 66.74 0.44 aayey 12.51 aayey aayey Clayey 10.0 aayey 3.95 0.48 -0.81 12.96 8.49 5.65 3.11 aays 66.56 0 46 aayey 12.40 aayey aayey Clayey 10.0 aayey 4 0.46 -0.79 13.12 8.19 5.61 3.13 aays 67.72 0.46 aayey 11.81 aayey a.yey Clayey 10.0 aayey 4.05 0.44 -0.76 13.29 7.69 5.71 3.16 aays 70.25 0.46 aavey 10.92 aayey aayey Clayey 10.0 aayey 4.1 0.43 -0.73 13.45 7.39 5.81 3.19 aays 72.10 0.46 aayey 10.35 aayey aayey Clayey 10.0 aayey 4.15 0.42 -0.71 13.62 7.49 5.60 3.18 aays 71.15 0.46 aayey 10.41 aayey aayey Clayey 10.0 aayey 4.2 0.43 -0.71 13.78 8.29 5.18 3.12 aays 66.70 0.46 aayey 11.56 aiyey a.yey Clayey 10.0 aayey 4.25 0.47 -0.71 13.94 9.69 4.85 3.04 aays 61.18 0.46 aayey 13.61 aayey a.yey Clayey 10.0 aiyey 4.3 0.49 -0.66 14.11 10.79 4.54 2.98 aays 57.31 0.46 aayey 15.18 aayey aayey Clayey 10.0 aayey 4.35 0.46 -0.62 14.27 10.89 4.22 2.96 aays 55.95 0.46 aiyey 15.20 aayey aayey Clayey 10.0 aayey 4.4 0.50 -0.57 14 44 10.99 4.55 2.98 aays 57.28 0.46 aavey 8.23 aayey a.yey Clayey 10.0 aayey 4.45 0.56 -0.43 1460 10.90 S.14 3.02 aars 60.03 0.48 aayey 14.96 aayey aayey Clayey 10.0 Clayey 4.5 0.62 -0.43 14.76 10.90 5.69 3.05 aays 62.24 0.48 aayey 14.84 aayey 0@Yey Clayey 10.0 aayey 4.55 0.66 -0.43 14.93 10.20 6.47 3.12 aays 66 93 0.48 aayey 13.69 aayey aayey Clayey 10.0 aiyey 4.6 0.60 -0.43 15.09 8.80 6.82 3.20 aays 72.65 0.48 a.yey 11.54 aayey aiyey Clayey 10.0 aayey 4.65 0.50 -0.43 15 26 7.30 6.85 328 aâ€¢YE 79.09 0.48 aim 9.27 aayey aayey Clayey 10.0 aayey 4.7 0.42 -0.34 15.42 6.20 6.77 3.35 aavs 85 .04 0.48 aayey 7.60 aayey aayey Clayey 10.0 aavey 4.75 0.36 -0.34 15.58 5.40 6.67 3.41 aays 90.49 0.48 aayey 6.39 aayey a.yey Clayey 10.0 aayey 4.8 0.31 -0.41 15.75 5.00 6.20 3.43 aars 92.38 0.48 aiyey 5.77 Clayey aayey Clayey 10.0 Clayey 4.85 0.29 -0.34 15.91 4.70 6.17 3.46 aaYS 95.42 0.48 aayey 5.29 Clayey aayey Clayey 10.0 a.yey 4.9 0.28 -0.34 16.08 5.10 5.49 3.40 aays 89.30 0.48 aayey 5.80 aayey aayey Clayey 10.0 aayey 4.95 0.31 -0.34 16 24 5.30 5.85 3.40 aays 89.45 0.48 aayey 6 03 aiyey a.vey Clayey 10.0 aayey 5 0.33 -0.27 1640 5.10 6.47 3.45 aays 93.91 0.48 aayey 5.70 aayey aayey Clayey 10.0 aayey 5.05 0.32 -0.24 16 57 500 6.40 3.46 aays 94.88 0.50 aayey 5.51 aayey a,yey Clayey 10.0 aayey 5.1 0.31 -0.24 16.73 5.30 5.85 3.41 aays 90.43 O.So aayey 5.87 aayey a,yey Clayey 10.0 aayey 5.15 0.35 -0.24 16.90 5.90 5.93 3.36 aays 86.54 0.50 aayey 6.64 aayey aavey Clayey 10.0 aayey 5.2 0.47 -0.23 17.06 8.10 5.80 3.22 aays 74.60 0.50 aayey 9.55 aayey aayey Clayey 10.0 aayey 5.25 0.48 -0.15 17.22 1180 4.07 2.97 aays 56.61 0.50 aayey 14.44 a,yey aayey Clayey 10.0 aayey 5.3 0.64 -0.35 17.39 14 00 4.57 2.94 Sllt Mixtures: clayey silt to silly clay 54.58 0.50 aayey 17.27 aayey aayey Clayey 10.0 aayey 5.35 ,0.80 -0.20 17.55 14.90 5.37 2.97 aays 56.22 0.50 aavey 18.34 aavey a.yey Clayey 10.0 aayey 5.4 1 0.90 0.05 17.72 15.70 5.73 2.97 aays 56.37 0.50 aayey 19.26 a.yey aayey Clayey 10.0 aayey 5.45 0.94 0.13 17.88 15.70 5.99 2.98 aays 57.38 0.50 aayey 19.13 aayey aayey Clayey 10.0 aayey 5.5 1.00 0.20 18.04 15.70 6.37 3.00 aays 58.77 0.50 aayey 19.00 aayey aayey Clayey 10.0 aayey 5.55 ,1.09 0.23 18.21 16.10 6.77 3.02 aays 59.54 0.50 aiyey 19.39 aayey aayey Clayey 10.0 aayey 5.6 ,1.15 0.13 18.37 1560 7.37 3.05 aays 62.26 0.50 aayey 1862 aayey aayey Clayey 10.0 aayey 5.65 ,1.06 0.13 18.54 14.30 7.41 3.09 aays 64.79 0.50 aayey 16.83 aayey aayey Clayey 10.0 aayey 5.7 0.87 0.13 18.70 12.70 6.8S 3.11 aays 66.49 0.50 aayey 14 69 aayey aayey Clayey 10.0 a,yey 5.75 0.73 0.13 18.86 11.70 6.24 3.12 aays 67.02 0.50 aayey 13.33 aayey aayey Clayey 10.0 aavey 5.8 0.67 0.18 19.03 11.50 5.83 3.11 aays 66.27 0.52 aayey 12.99 aayey aiyey Clayey 10.0 aayey 5.85 0.69 0.15 19.19 11.80 5.85 3.10 aays 65.78 0.52 aayey 13.27 aayey aayey Clayey 10.0 aayey 5.9 0.71 0.14 19 36 11.SO 6.17 3.13 a.Ys 67.85 0.52 Clayey 12.81 aayey aayey Clayey 10.0 aayey 5.95 0.69 0.19 19.52 11.00 6.27 3.16 aaYS 69.71 0.52 aayey 12.11 aayey aayey Clayey 10.0 aayey Plate C-13 ALBUS-KEEFE & ASSOCIATES, INC.3 of 7 6 9.80 0.64 0.14 19.69 9.80 6.53 3.22 6.05 8.90 0.55 0.17 19.85 8.90 6.18 3.25 6.1 9.50 0.51 0.23 2001 9.50 5.37 3.18 6.15 10.30 0.58 0.23 20.18 10.30 5.63 3.16 6.2 13.80 0.99 0.23 20.34 13.80 7.17 312 6.25 21.70 1.26 0.51 20.51 21.71 5.81 2.89 6.3 27.50 1.35 0.45 20.67 27.50 4.91 2.76 6.35 30.10 1.26 0.14 20.83 30.10 4.19 2.69 6.4 28.00 1.08 0.06 21.00 28.00 3.86 2.69 6.45 25.50 1.03 0.13 21.16 25.SO 4.04 2.74 6.5 21.00 0.99 0.13 21.33 21.00 4.71 2.85 6.55 18.20 1.03 0.20 21.49 18.20 5.66 2.96 6.6 19.20 1.02 0.23 21.65 19.20 5.31 2.93 6.65 17.60 0.97 0.31 21.82 17.60 5.St 2.97 6.7 12.70 0.64 0.23 21.98 12.70 5.04 3.07 6.75 9.20 0.41 0.23 22.15 9.20 4.46 3.18 6.8 8.10 0.46 0.32 22.31 8.10 S.68 3.31 6.85 14.80 0.59 0.38 22.47 14.80 3.99 2.95 6.9 18.80 0.68 0.41 22.64 18.80 3.62 2.84 6.95 16.80 0.71 0.41 22.80 16.80 4.23 2.93 7 17.80 0.74 0.52 22.97 17.81 4.16 2.90 7.05 18.70 0.65 0.60 23.13 18.71 3.48 2.83 7.1 21.40 0.75 0.68 23.29 21.41 3.SO 2.79 7.15 23.50 0.92 0.79 2346 23.51 3.91 2.79 7.2 25.5 1.12 0.88 2362 25.St 4.39 2.79 7.25 25.8 1.22 0.88 23.79 25.81 4.73 2.81 7.3 24.9 1.16 0.95 23.95 24.91 4.66 2.82 7.35 24.2 1.05 0.98 24.11 24.21 4.34 2.81 7.4 23.4 1.01 0.88 24.28 23.41 4.32 2.82 7.45 23 1.01 1 24.44 23.01 4.39 2.84 7.5 23.4 1.02 1 24.61 23.41 4.36 2.83 7.55 23 1.06 0.98 24.77 23.01 461 2.86 7.6 23.4 1.03 1.01 24.93 23.41 4.40 2.84 7.65 22.5 1.02 1.07 25.10 22.51 4.53 2.86 7.7 22.2 0.98 0.99 25.26 22.21 4.41 2.86 7.75 22.5 1.03 1.03 25.43 22.St 4.58 2.87 7.8 23.5 1.08 1.04 25.59 23.51 4.60 2.86 7.85 25.2 1.2 1.07 25.75 25.21 4.76 2.84 7.9 23.5 1.16 1.07 25.92 23.St 4.94 2.88 7.95 24.7 1.24 1.07 26.08 24.71 5.02 2.87 8 28 1.25 0.96 26.25 28.01 4 46 2.79 8.05 27.4 1.33 0.79 26.41 27.41 4.85 2.83 8.1 24.2 1.38 0.53 26.57 24.21 5.70 2.92 8.15 25 1.25 0.6 26.74 25.01 5.00 2.87 8.2 22.7 1.19 0.69 26.90 22.71 5.24 2.92 8.25 21.9 1.18 0.6 27.07 21.91 5.39 2.94 8.3 1.16 0.66 27.23 22.31 S.20 2.93 a@Ys 74.42 0.52 aayey 10.56 aayey Clayey Clayey 10.0 aays 76.63 0.52 aayey 9.39 aayey aayey Clayey 10.0 aays 71.60 0.52 Clayey 10.05 aayey aayey Clayey 10.0 aays 70.21 0.52 aayey 10.94 aayey aavey Clayey 10.0 aays 66.91 0.52 a,yey 15.06 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt toillty clay 51.64 0.52 aaye,24.36 aayey a.yey Clayey 10.0 Silt Mixtures: clayey ult to silly clay 43.94 0.52 aayey 31.08 aayey aavey Clayey 10.0 Silt Mixtures: clayey silt to silly clay 39.77 0.52 aayey 33.96 a.yey a.yey Clayey 10.0 Silt Mixtures: clayey silt to silly clay 39.90 0.52 aayey 31.30 aayey aIvey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 42.50 0.52 aayey 28.21 a.yey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 49.20 0.52 aayey 2283 aiyey aayey Clayey 10.0 aays 55.96 0.52 aayey 19.47 aiyey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 53.64 0.52 aayey 20.50 aayey aayey Clayey 10.0 aays 56.54 0.52 aavey 18.56 aayey aayey Clayey 10.0 aays 63.60 0.52 aayey 12.89 aayey aayey Clayey 10.0 aaYS 71.44 0.52 a,yey 8.87 aayey aayey Clayey 10.0 aaY;81.49 0.54 aayey 7.58 aayey aayey Clayey 10.0 aays 55.48 0.54 aayey 15.00 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silly clay 48.14 0.54 aayey 19.35 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 53.59 0.54 aayey 17.03 aayey aayey Clayey 10.0 Silt Mixtures: clayey Iilt to silty clay 52.03 0.S4 aiyey 18.03 aayey aayey Clayey 10.0 Silt Mixtures: clayey Iilt to silty clay 47.98 0.S4 Cave,18.91 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 45.25 0.54 aayey 21.73 aayey aayey Clayey 10.0 Silt Midures: clayey silt to silly clay 45.18 0.54 aayey 23.88 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay 45.51 0.54 aayey 25.90 aayey aayey Clayey 10.0 Silt Mixtures: clayey $ilt to silt, clay 46.64 0.54 Clayey 26.08 aayey aayey Clayey 10.0 Silt Mixtures: clayey Iilt to silty clay 47.22 0.54 Clayey 2498 aayey aayey Clayey 10.0 Silt Mirtures: clayey silt to silty clay 46.71 0.54 aayey 24.10 aavey Clayey Clayey 10.0 Silt Mixtures: clayey $1lt to silly clay 47.45 0.54 aayey 23.13 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to illty clay 48.23 0.54 aiyey 22.58 aayey aayey Clayey 10.0 Silt Mixtures: clayey slit tolitty clay 47.84 0.54 aayey 22.88 aayey aayey Clayey 10.0 Sitt MIxtures: clayey slit to illty clay 49.29 0.54 aayey 22.34 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to illty clay 48.23 O.S4 aayey 22.63 aayey aayey Clayey 10.0 Silt Mixtures: clayey R to $Ilty clay 49.71 0.54 aayey 21.59 aiyey aayey Clayey 10.0 Silt Mixtures: clayey R toillty clay 49.66 0.54 aayey 21.17 aayey aayey Clayey 10.0 Silt Mixtures: clavey Iilt to silty clay 50.11 0.54 aayey 21.36 a,yey aayey Clayey 10.0 SIt Mixtures: clayey Bilt to silty clay 49.32 0.54 aayey 22.26 aayey aayey Clayey 10.0 Silt MixturesÂ· clayey silt to silly clay 48.54 O.S4 aayey 23.86 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay SO.81 O.S4 aayey 22.03 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to silty clay SO.12 0.54 aayey 23.12 a.ye,aayey Clayey 10.0 Silt Mixtures: clayey silt to sitty clay 45.53 0.54 aayey 26.28 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to jilry clay 47.51 0.54 aayey 25.55 aayey a.yey Clayey 10.0 5111 Mixtures: clayey silt to silty clay 53.26 034 aarey 22.27 a,yey aayey Clayey 10.0 Silt Mixtures: clayey silt to silry clay SO.21 0.54 aayey 22.94 aayey a.yey Clayey 10.0 elt Mixtures: clayey silt to silty clay 53.37 0.56 aayey 20.58 aayey aayey Clayey 10.0 Silt Mixtures: clayey silt to sitty clay 54.85 0.56 aayey 19.70 aayey Clayey Clayey 10.0 Silt Mixtures: clayey silt to sil aayey 19.99 aIvey aayey Clayey 10.053.87 0.56 ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aayey aayey aavey aayey aayey aayey aiyey aiyey aayey aayey Clayey aayey aayey aayey aavey aayey aayey aayey aayey aavey aayey aayey aayey aayey aayey aayey aayey aayey aayey aayey aayey aayey aayey aiyey aayey a,yey aayey aayey a,yey aayey aayey aayey aayey e C-13 4 of 7 23.3 24.1 25.3 24.8 26.3 39 47.6 52 45.3 39.7 32.3 41.8 51.3 54 66.8 102 134.8 117.7 84.2 74.7 71.5 76.3 60.4 46.6 47.8 54.3 56.4 65.3 71.9 62.7 44.3 121 113.9 65.8 43.2 37.5 35.8 33.3 35.8 37.3 35.5 36.4 36.9 41.2 37.6 33.2 30 8.35 1.29 0.69 27.40 23.31 5.54 2.93 Silt Mixtures: clayey silt to silty clay 54.12 0.56 a.yey 20 85 aayey aayey Clayey 10.0 Clayey 8.4 1.3 0.76 27.56 24.11 5.39 2.92 Silt Mixtures: clayey silt to silty Clay 52.96 O.S6 aayey 21.St aayey aayey Clayey 10.0 aayey 8.45 1.18 0.75 27.72 25.31 4.66 2.86 Silt Mixtures: clayey silt to silly clay 49.34 0.56 a.yey 22.55 aayey aayey Clayey 10.0 a.yey 8.5 1.11 0.79 27.89 24.81 4.48 2.85 SiU Mixtures: clayey silt to silly clay 49.16 0.56 aayey 21.97 a,yey aayey Clayey 10.0 aayey 8.55 1.46 0.73 28.05 26.31 5.55 2.90 Silt Mixtures: clayey silt to silty clay 51.84 0.56 aayey 23.28 aayey aayey Clayey 10.0 aayey 8.6 2.01 0.85 28.22 3901 5.15 2.74 Silt Mixtures: clayey silt to silty clay 42.65 0.56 aayey 35.12 aayey aayey Clayey 10.0 aayey 8.65 2.68 0.88 28.38 47.61 5.63 2.71 Silt Mixtures: clayey silt to silly clay 40.73 0.56 Cave,4302 aayey aayey Clayey 10.0 aayey 8.7 2.93 0.91 28.54 52 01 5.63 2.68 Silt Mixtures: clayey silt to sitty clay 39.35 0.56 Clayey 46.93 aayey aayey Clayey 10.0 aayey 8.75 3.03 0.98 28.71 45.31 6.69 2.78 Silt Mixtures: clayey silt to silty clay 44.79 0.56 aayey 40.49 aayey aayey Clayey 10.0 aayey 8.8 2.59 0.89 28.87 39.71 6.52 2.81 Silt Mixtures: clayey silt to silty clay 46.84 0.56 aayey 35.12 aayey aayey Clayey 10.0 aayey 8.85 2.48 0.98 29.04 32.31 7.68 2.94 Silt Mixtures: clayey silt to silty clay 54.24 0.56 aayey 28 14 aayey aayey Clayey 10.0 a.yey 8.9 1.78 0.9 29.20 41.81 4.26 2.67 Silt Mixtures: clayey silt to silty Clay 38.77 0.56 aayey 36.72 aayey aayey Clayey 10.0 aayey 8.95 1.78 0.92 29.36 51.31 3.47 2.52 Sand Mixtures: Illty Mnd to sandy silt 31.70 0.56 2.88 47.66 137.49 0.47 0.8 0.8 Liquefiable 9 2.1 1.23 29.53 54.01 3.89 2.54 Sand Mixtures: silly sand to sandy silt 32.61 0.56 2.99 50.06 149.73 0.57 1.0 1.0 Liquefiable 9.05 3.48 1.26 29.69 66.81 S.21 2.57 Sandi Mixtures: sitty sand to sandy silt 34 02 O.S6 3.16 61.79 195.29 1.00 1.8 1.8 NonÂ·Uquefiable 9.1 5.09 1.39 29.86 102.02 4.99 2.44 Sand Mixtures: lilty sard to sandy silt 28.02 0.56 2.48 94.15 233.24 1.00 1.8 1.8 NonÂ·Uquefiable 9.15 6.43 1.53 30.02 134.82 4.77 2.35 Sand Mixtures: silly sand to sandy silt 24.40 0.56 2.12 124.16 262.93 1.00 1.8 1.8 NonÂ·LIquefiable 9.2 6.03 1.24 30.18 117.71 5.12 2.41 Sand Mixtures: silry sand to sandy silt 26.84 0.56 2.36 108.18 254.87 1.00 1.8 1.8 Non-Liqueflable 9.25 4.84 0.76 30.35 84.21 5.75 2.54 Sand Mixtures: silty sand to sandy silt 32.58 0.56 2.99 77.23 230.73 1.00 1.8 1.8 Non-liqueflable 9.3 3.85 0.49 30.51 74.71 5.15 2.54 Sandi Mixtures: silty sand to Iandy illt 32.48 0.56 2.98 68.37 203.45 1.00 1.8 1.8 Non-Uquefiable 9.35 3.63 4.82 30.68 71.49 5.08 2.55 Sand Mixtures: silty sand to sandy silt 32.86 0.56 3.02 65.30 197.32 1.00 1.8 1.8 Non-liquefiable 9.4 3.82 -1.62 30.84 76.28 S.01 2.52 Sand Mixtures: slity sand to sandy silt 31.81 0.56 2.90 69.54 201.51 1.00 1.8 1.8 Non-liquefl@ble 9.45 3.6 -2.36 31.00 60.37 5.96 2.67 S,It Mixtures: clayey silt to silly clay 38.93 0.56 aayey 51.24 aayey aayey Clayey 10.0 aayey 9.5 3.05 -3.25 31.17 46.56 6.55 2.78 Silt Mixtures: clayey silt to Iilty clay 45.06 0.56 aayey 38.99 aayey aayey Clayey 10.0 aayey 9.55 2.69 -3.25 31.33 47.76 5.63 2.73 Silt Mixtures: clayey silt to silry clay 42.00 0.56 aayey 3986 aayey Clayey Clayey 10.0 aayey 9.6 2.57 -3.31 31.50 54.26 4.73 2.63 Silt Mixtures: cliyey sitt to silty clay 3706 0.56 Clayey 45.31 Clayey aayey Clayey 10.0 Clayey 9.65 2.53 -3.59 31.66 56.36 4.49 2.61 Silt Mixtures: clayey silt to silty clay 35.68 0.56 aayey 46.93 aiyey aayey Clayey 10.0 aayey 9.7 2.49 -3.97 31 82 65.26 3.81 2.49 Sand Mixtures: filry sard to sandy silt 30.09 036 2.70 S8.79 158.85 0.66 1.2 1.2 Uquefiable 9.75 2.66 -4.65 31.99 71.85 3.70 2.45 Sandi Mixtures: silly sand to sandy silt 28.43 0.56 2.52 64.60 162.84 1.00 1.8 1.8 Non-Uquefiable 9.8 2.4 -5.23 32.15 62.64 3.83 2.50 Sand Mixtures: silly sand to sandy silt 30.76 0.56 2.78 56.22 156.13 0.63 1.1 1.1 Uquefiable 9.85 1.7 -5.5 32.32 44.24 384 2.64 Silt Mixtures: clayey silt to silty clay 37.S6 0.56 aayey 35.89 aayey aavey Clayey 10.0 aayey 9.9 2.23 -5.36 32.48 120.94 1.84 2.07 Sand Mixtures: silry sand to sandy Bilt 14.96 0.56 1.41 108.06 151.86 0.59 1.1 1.1 Uquefiable 9.95 3.16 -6.29 32 64 113.83 2.77 2.22 Sand Minures: silly sand to sandy silt 19.71 0.56 1.72 101.52 174.60 1.00 1.8 1.8 Non-liquefiable 10 3.15 -7.61 32.81 65 72 4.79 2.56 Sand Mixtures: silty sand to sandy silt 33.49 0.56 3.10 58.53 181.28 1.00 1.8 1.8 Non-liquefiable 10.05 2.76 -8.16 32.97 4311 6.39 2.82 Silt Mixtures: clayey silt to silty clay 46.87 0.56 aayey 34.37 aayey aayey Clayey 10.0 aayey 10.1 2.39 -8.15 33.14 37.41 6.37 2.86 Silt Mixtures: clayey silt to silty clay 49.71 0.56 aiyey 29.50 aayey aayey Clayey 10.0 aayey 10.15 2.02 -8.13 33.30 35.71 5.64 2.84 Silt Mixtures: clayey silt to sitty clay 48.49 0.56 aayey 27.97 aayey aayey Clayey 10.0 aayey 10.2 2.22 -8.13 33.46 33.21 6 67 2.92 Silt Mixture: clayey silt to siltv clay 53.25 0.56 Clayey 25.79 aayey aayey Clayey 10.0 aayey 10.25 2.32 -8.13 33.63 35.71 6.48 2.89 Silt Mixtures: clayey silt to silty clay 51.24 0.56 aayey 27.73 aayey aayey Clayey 10.0 aayey 10.3 2.31 -8.06 33.79 37.21 6.19 2.86 Silt Mixtures: clayey silt to silty clay 49.60 0.56 aayey 28.84 aayey aayey Clayey 10.0 aiyey 10.35 2.21 -8.04 33.96 35.41 6.23 2.88 Silt Mixtures: clayey sllt to silty clay 50.82 0.56 aayey 27.26 aiyey aayey Clayey 10.0 aiyey 10.4 2.2 -8.04 3412 36.31 6.04 2.86 Silt Mixtures: clayey silt to silty clay 49.82 0.56 aayey 27.88 aayey aayey Clayey 10.0 aayey 10.45 2.34 -8.04 34.28 36.81 6.34 2.88 Silt Mixtures: clayey siR to silty clay 50.52 0.56 aayey 28.17 aayey aayey Clayey 10.0 aayey 10.5 2.51 -8.04 34.45 41.11 6.09 2.83 Silt Mixtures: clayey silt to silty clay 47.61 0.56 aayey 31.52 aaye,aayey Clayey 10.0 aayey 10.55 2.34 -8.04 34.61 37.51 6.22 2.87 S,lt Mixtures: clayey silt to silty clay 49.94 0.56 aiyey 28.SO aayey a.yey Clayey 10.0 aayey 10.6 2.03 -8.04 34.78 33.11 6.11 2.91 Silt Mixtures: clayey silt to sitty clay 52.35 0.56 aayey 24.87 Ciayey Clayey Clayey 10.0 aayey 10.65 1.77 -8.04 34.94 29.91 5.90 2.93 S,It Mixtures: clayey silt to sitty clay 54.04 0.56 aayey 22.22 aayey aayey Clayey 10.0 aayey Plate C-13 ALBUS-KEEFE & ASSOCIATES, INC.5 of 7 10.7 32.8 1.67 -8.04 35.10 32.71 5.09 2.86 Silt Mixture5: clayey silt to silty Clay 49.39 0.56 Clayey 24.35 Clayey aayey Clayey 10.0 aayey 10.75 32.7 1.67 -8.04 35.27 32.61 5.11 2.86 Silt Mixtures: clayey silt to silty Clay 49.60 0.56 aayey 24.17 a@Yey aayey Clayey 10.0 Clayey 10.8 32.7 1.72 -8.04 35.43 32.61 5.26 2.87 Silt Mixtures: clayey silt to silly clay SO.21 0.56 aayey 24.07 aayey aayey Clayey 10.0 Clayey 10.85 33.7 2.27 -8.04 35.60 33.61 6.74 2.94 Silt Mixtures: clayey silt to silty clay 54.32 0.56 a.yey 24.76 aayey aayey Clayey 10.0 aayey 10.9 37.7 2.42 -7.94 3S.76 37.61 6.42 2.88 Silt Mixtures: clayey silt to Iilty clay 51.03 0.56 aayey 2779 a.yey aayey Clayey 10.0 aayey 10.95 33.3 2.3 -7.94 35.93 33.21 6.91 2.95 aays 55.26 0.56 a.yey 24.25 aayey aayey Clayey 10.0 aayey 11 31.1 2.07 -7.94 36.09 31.01 6.66 2.97 aays 56.18 0.56 aayey 22.45 aayey aayey Clayey 10.0 aayey 11.05 28.4 2.06 -7.94 36.25 28.31 7.25 3.03 airs 60.21 0.56 aayey 20.27 aayey aayey Clayey 10.0 aayey 11.1 34.9 2.42 -7.94 36.42 34.81 6.93 2.94 SIt Mixtures: clayey silt to silly clay 5433 0.56 aayey 25.20 Clayey aayey Clayey 10.0 aayey 11.15 63 2.49 -7.94 36.58 62.91 3.95 2.53 Sand Mixtures: sllty sand to sandy sllt 31.91 0.54 2.91 53.65 156.09 0.63 1.2 1.2 Liquefiable 11.2 80.4 2.43 -7.94 36.75 80.31 3.02 2.37 Sand Mirtures: silty sand to sandy silt 25.12 o.s4 2.19 68.35 149.39 0.57 1.0 1.0 Liqueliable 11.25 80.8 2.85 -7.94 36.91 80.71 3.53 2.42 Sand Mixtures: silty sand to sandy silt 27.06 0.54 2.38 6837 163.06 1.00 1.9 1.9 Non-Liquefiable 11.3 71.4 3.2 -7.94 37.07 71.31 4.48 2.53 Sand Mixtures: silly sand to sandy $ilt 32.08 0.54 2.93 60.48 177.13 1.00 1.9 1.9 Non-Liquefiable 11.35 49.9 3.06 -7.94 37.24 49.81 6.13 2.79 Silt Mixtures: clayey silt to silty clay 45.28 0.54 aayey 3605 aayey a.yey Clayey 10.0 aayey 1 Sit Mixtures: clayey silt to silty clay 51.69 0.54 aayey 28.23 aayey aayey Clayey 10.0 aayey 11 Sit Mixtures: clayey silt to silty clay 43.55 0.54 aayey 35.56 aayey aayey Clayey 10.0 aayey 1 Sit Mixtures: clayey sllt to silty clay 47.72 0.54 aayey 31.53 aayey aayey Clayey 10.0 aayey 11 sm Mixtures: cl@yey silt to silty clay 44.90 0.54 aayey 35.82 aayey aayey Clayey 10.0 aayey 1 Sm Mbaurel: clayeysilt to slity clay 48.16 0.54 a.yey 33.68 aayey aayey Clayey 10.0 aavey 11 Sand Mixtures: silly und to sandy silt 32.43 0.54 2.97 59.57 176.93 1.00 1.9 1.9 Non-Liquefiable 1 Sand Mixtures: silty sand to sandy silt 14.85 0.54 1.40 98.72 138.09 0.47 0.9 0.9 Uquefiable 11 Sands: clean to silty 10.11 0.54 1.18 125.72 148.09 0.55 1.0 1.0 Uquefiable 1 Sand Mixtures: silty sand to sandy silt 15.27 0.54 1.42 89.88 127.88 0.40 0.7 0.7 Uquefiable 11 Sand Mixtures: silty sand to sandy silt 17.31 0.54 1.55 84.91 131.57 0.42 0.8 0.8 Liqueflable 1 Sand Mixtures: 5ilty Iard to sandy silt 20.46 0.54 1.78 76.22 13S.S4 0.45 0.8 0.8 liquefiable 11 Sand Mixtures: silty sand to sandy silt 27.28 0.54 2.40 60.03 144.07 0.52 1.0 1.0 Liquefiable Sitt Mixtures: clayey silt tolilty clay 42.63 0.54 aayey 30.60 aayey aayey Clayey 10.0 aayey 15 5,lt Mixtures: clayey â€žIt to silty clay 53.01 0.54 aayey 20.26 aayey aayey Clayey 10.0 aayey 1 aays 60.18 0.54 a,yey 17 82 aayey Clayey Clayey 10.0 aayey 1; SiU Mixtures: clayey silt to silty clay 48.08 0.54 Clayey 2677 aayey aayey Clayey 10.0 aayey 1 Sand Mixtures: illty sand to $andy silt 17.24 0.54 1.S4 92.77 143.29 0.51 0.9 0.9 Uquefiable 19 Sands: clean to sitty 12.27 0.54 1.27 131.71 167.01 1.00 1.9 1.9 Non-liqueflable 1 Sands: clean to silty 12.80 0.54 1.29 128.62 166.31 1.00 1.9 1.9 Non-Liquefiable 1; Sand Mixtures: silty sand to s@ndy silt 14.74 0.54 1.39 113.79 158.52 0.65 1.2 1.2 Uquefiable 1 Sand Mixtures: silly sand to sandy tilt 16.70 0.54 1.51 102.18 154.26 0.61 1.1 1.1 Liquefiable 1; Sand Mixtures: slity sand to sandy silt 19.83 0.54 1.73 90.04 155.70 0.62 1.2 1.2 Liqueflable 1 Sand Mixtures: silly sand to sandy silt 22.49 0.54 1.95 85.83 167.01 1.00 1.9 1.9 Non-Liquefiable 6 Sand Mixtures: silly sand to sandy silt 21.70 0.54 1.88 92.St 173.78 1.00 1.9 1.9 Non-Liquefiable 1 Sand Mixtures: silly sand to sandy silt 18.19 O.S4 1.61 103.53 166.59 1.00 1.9 1.9 Non-Liqueliable 15 Sand Mirtures: silty sand to sandy sin 15.08 0.54 1.41 115.42 162.96 1.00 1.9 1.9 Non-Uquefiable 1 Sands: clean to silty 13.64 0.54 1.33 123.71 165.05 1.00 1.9 1.9 Non-Uquefiable 19 Sands: clean to silty 12.61 0.54 1.28 123.67 158.77 0.66 1.2 1.2 Liquefiable 1 Sand Mixtures: silly sand to sandy silt 17.55 0.54 1.57 100.93 157.99 0.65 1.2 1.2 Uquefiable 15 Sand Mixtures: sllty sand to gndy Silt 30.16 0.54 2.71 61.95 167.88 1.00 1.9 1.9 Non-Liquefiable 1 Silt Mixtures: clayey silt to sitty clay aayey 1; Silt Mixtures: clayey silt to silty clay aayey Sand Mixtures: silty sand to sa .Liquefiable 1.4 39.7 2.68 -8 37.40 39.61 6.75 2.90 1.45 49.6 2.72 -7.94 37.57 49.51 5.48 2.76 1.5 44.4 2.72 -7.94 37.73 44.31 6.13 2.83 1.55 50.3 3 -7.94 37.89 50.21 5.96 2.78 1.6 47.6 3.19 -7.94 38.06 47.51 6.70 2.84 1.65 71.2 3.22 -7.94 38.22 71.11 4.52 2.54 1.7 118.2 1.96 -7.86 38.39 118.12 1.66 2.07 1.75 150.8 1.78 -7.88 38.55 150.71 1.18 1.89 1.8 108 1.7 -7.68 38.71 107.92 1.57 2.08 1.85 102.2 1.89 -7.7 38.88 102.12 1.85 2.15 1.9 91.9 2.07 -7.68 39.04 91.82 2.25 2.24 1.95 72.5 2.28 -7.66 39.21 7242 3.14 2.42 12 44.7 1.98 -7.71 39.37 44.62 4.43 2.74 2.05 30.5 1.53 -7.72 39.53 30.42 5.02 2.92 2.1 27.2 1.7 -7.66 39.70 27.12 6.25 3.02 2.15 39.8 2.09 -7.56 39.86 39.72 5.25 2.84 2.2 113 2.27 -7.43 40.03 112.92 2.01 2.15 2.25 160.7 2.63 -7.38 40.19 160.62 1.64 1.97 2.3 157.2 2.68 -7.38 40.35 157.12 1.70 1.99 2.35 139.3 2.63 -7.38 40.52 139.22 1.89 2.06 2.4 125.3 2.62 -7.38 40.68 125.22 2.09 2.13 2.45 110.6 2.77 -7.38 40.85 110.52 2.50 2.22 2.5 105.6 3.19 -7.38 41.01 105.52 3.02 2.30 2.55 114 3.45 -7.38 41.17 113.92 3.03 2.28 2.6 127.8 3.13 -7.38 41.34 127.72 2.45 2.18 2.65 142.7 2.83 -7.38 41.50 142.62 1.98 2.08 2.7 153.2 2.77 -7.38 41.67 153.12 1.81 2.03 2.75 153.4 2.46 -7.38 41.83 153 32 1.60 1.99 2.8 125.4 2.82 -7.38 41.99 125.32 2.25 2.16 2.85 77.1 3.09 -7.47 42.16 7702 4.01 2.49 2.9 54 2.93 -7.47 42.32 53.92 5.43 2.76 2.95 57.8 3.32 -7.42 42.49 57 72 5.74 2.75 13 3.65 -7.38 42.65 77.32 4.72 2 S4 43.64 0.54 aayey 35.04 aayey aayey Clayey 10.0 43.44 0.54 aayey 37.50 aayey Clayey Clayey 10.0 32.56 0.54 2.99 61.90 184.81 1.00 1.9 1.9 e C-13 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 94.6 42.1 32.2 27.5 13.05 4.01 -7.38 42.81 94.52 4.24 2.45 Sandi Mixtures: silty sand to sandy silt 28.40 O.S4 2.52 75.53 190.13 1.00 1.9 1.9 Non-liquefiable 13.1 78.8 4.14 -7.38 42.98 78.72 S.25 2 63 Silt Mixtures: clayey silt to silty clay 36.88 0.54 aavey 51.24 aayey Clayey Clayey 10.0 aayey 13.15 67.4 3.09 -7.3 43.14 67.32 4.58 2.64 Silt Mixtures: clayey lilt to silly clay 37.26 0.54 a.yey 43.44 Clayey a.yey Clayey 10.0 aayey 13.2 110.7 2.95 -7.29 43.31 110.62 2.66 2.25 Sand Mixtures: $itty sand to sandy silt 20.77 O.S4 1.80 87.97 158.60 0.65 1.2 1.2 Uquefiable 13.25 111.8 3.39 -7.29 43.47 111.72 3.03 2.29 Sand Mixtures: slity sand to sandy silt 22.18 0.54 1.92 88.70 170.26 1.00 1.9 1.9 Non-Liqueflable 13.3 79.3 3.5 -7.29 43.64 79.22 4.41 2.52 Sand Mixtures: silty sand to sandy silt 31.38 O.S4 2 85 62.82 178.88 1.00 1.9 1.9 Non-Liquefiable 13.35 60.5 3.07 -7.29 43.80 6042 5.07 2.71 Silt Mixtures: clayey silt to silty clay 40.96 0.52 aavey 38.30 aayey a.yey Clayey 10.0 aayey 13.4 61.4 2.78 -7.29 43.96 61.32 4.53 2.67 Silt Mixtures: clayey silt to silty clay 38.90 0.52 aayey 38.77 aayey aayey Clayey 10.0 aayey 13.45 48.7 2.74 -7.19 44.13 48.62 5.63 2.82 Silt Mixtures: clayev silt to silty clay 46.96 0.52 aayey 30.29 aayey aayey Clayey 10.0 aayey 13.5 33.2 2.15 -7.19 44.29 33.12 6.48 3.00 aays 58.22 O.S2 aayey 20.03 aayey aayey Clayey 10.0 aayey 13.55 27.6 1.44 -7.19 44.46 27.52 5.22 300 Clays 58.76 0.52 aayey 16.30 aayey aayey Clayey 10.0 aayey 13.6 24.3 1.27 -7.15 44 62 24.22 5.23 3.06 aays 62.38 0.52 aayey 14.09 a,yey a.yey Clayey 10.0 aayey 13.65 22.3 1.1 -6.82 44.78 22.23 4.93 3.08 aays 63.83 0.52 0@yey 12.74 aayey aayey Clayey 10.0 aayey 13.7 20.7 0.84 -6.75 44.95 20.63 4.06 3.06 aays 62.39 0.52 a,yey 11.66 aayey aayey Clayey 10.0 aayey 13.75 18.7 0.76 -6.72 45.11 18.63 4.06 3.10 aays 65.72 0.52 aayey 10.33 Clayey aayey Clayey 10.0 aayey 13.8 19.2 0.8 -6.63 45.28 19.13 4.17 310 aaYS 65.45 0.52 Clayey 10.61 aayey aayey Clayey 10.0 aayey 13.85 22.1 0.97 -6.53 45.44 22.03 4.39 3.05 aays 62.20 0.52 aayey 12.43 aayey aayey Clayey 10.0 aayey 13.9 35.7 1.36 -6.48 45.60 35.63 3.81 2.82 Silt Mixtures: clayey silt to slity clay 47.38 0.52 aIvey 21.09 aayey aayey Clayey 10.0 aayey 13.95 38.9 1.63 -6.44 45.77 38.83 4.19 2.82 glt Mixtures: clayey silt to silty clay 47.15 0.52 aavey 23.06 aayey aivey Clayey 10.0 aayey 14 31.3 1.56 -6.44 45.93 31.23 4.98 2.95 aays 55.38 0.52 aayey 18.lS aayey aayev Clayey 10.0 aayey 14.05 30 1.23 -6.37 46 10 29.93 4.10 2.92 Silt Mixtures: clayey silt to silty clay S2.97 0.52 aayey 17.27 aayey aayey Clayey 10.0 aayey 14.1 26.2 0.98 -6.35 46.26 26.13 3.74 2.95 Silt Mixtures: clayey silt to silty clay 54.92 0.52 aayey 14.81 aayey aavey Clayey 10.0 a.yey 14.15 23.4 0.94 -6.3 46.42 23.33 4.02 3 01 aays 59.41 0.52 aayey 12.99 aayey a.yey Clayey 10.0 aayey 14.2 24.9 0.97 -6.25 46.59 24.83 3.90 2.98 aays 57.19 0.52 aiyey 13.89 Ciayey Clayey Clayey 10.0 aayey 14.25 26.1 0.99 -6.16 46.75 26.03 3.79 2.96 aavs 55.52 0.52 aayey 14.60 Clayey a,yey Clayey 10.0 aayey 14.3 24.3 1.04 -6.16 46.92 24.23 4.28 3.02 aays 59.78 0.52 aayey 13.42 aayey aayey Clayey 10.0 a,yey 14.35 22.5 1.02 -6.06 47.08 22.43 4.53 3.07 aays 63.22 0.52 aayey 12.25 aayey aavey Clayey 10.0 aayey 14.4 22.2 1.05 -6.06 47.24 22.13 4.73 3.09 aars 64.55 0.52 aiyey 12.03 aayey aayey Clayey 10.0 aayey 14.45 22.4 0.71 -6.06 4741 22.33 3.17 2.98 aavs S6.98 0.52 aay.12.11 aayey a.yey Clayey 10.0 aayey 14.5 22.8 0.75 -5.97 47.57 22.74 3.29 2.98 aars 57.20 0.52 a.yey 12.31 aayey aayey Clayey 10.0 aayey 14.55 16.5 0.98 -5.96 4774 16.44 5.94 329 aays 79.86 0.52 aayey 8.39 aayey aavey Clayey 10.0 aayey 14.6 20.2 1 -5.79 47.90 20.14 4.95 3.15 aays 68 84 O.S2 aayey 10.64 aayey aayey Clayey 10.0 aayey 14.65 22.6 0.93 -5.75 48.06 22.54 4.12 3.05 a@YS 61.78 0.52 aayey 12.07 aayey aavey Clayey 10.0 aayey 14.7 21.6 0.83 -5.69 48.23 21.54 3.84 3.05 aays 61.96 0.52 aayey 11.42 aayey aayey Clayey 10.0 aayey 14.75 21.1 0.77 -5.69 48.39 21.04 3.65 3.05 aays 61.82 0.52 aayey 11.07 a,yey aayey Clayey 10.0 aayey 14.8 21.9 0.82 -5.6 48.56 21.84 3.74 304 aays 61.24 0.52 aayey 11.52 aayey aavey Clayey 10.0 aayey 14.85 22.8 0.95 -5.55 48.72 22.74 4.17 3.05 aaYS 62.11 O.S2 aayey 12.03 aayey aayey Clayey 10.0 aayey 14.9 23.7 1.06 -5.5 48.88 23.64 4.47 3.06 aays 62.39 0.52 aayey 12.53 aayey aavey Clayey 10.0 aayey 14.95 24.6 1.17 -5.49 49.05 24.54 4.76 3.06 aays 62.57 0.52 aayey 13.03 a.yey aavey Clayey 10.0 aayey 15 25.5 1.43 -5.41 49.21 25.44 5.61 309 aays 64.89 0.52 aayey 13.53 aayey aayey Clayey 10.0 aayey 15.05 33.1 2 -5.41 49.38 33.04 6.04 3.01 aays S9 29 0.52 aayeâ€ž18.03 a,yey a'Yey Clayey 10.0 aayey 15.1 35 2.63 -5.41 49.54 34.94 7.51 3.06 aays 62.43 0.50 aayey 19.11 Clayey 10.0 aayeyaayeyaavey 15.15 2.51 -5.41 49.70 42.04 5.96 2.92 Silt Mixtures: clayey silt to silty clay 53.33 0.50 aayey 23.27 aayey aavey Clayey 10.0 aavey 15.2 2.17 -5.32 49.87 32.14 6.74 3.06 aars 62.47 0.50 aayey 17.33 aayey aayey Clayey 10.0 aayey 15.25 1.48 -5.31 50.03 27.44 5.38 3.06 aays 62.30 0.50 a@yey 14.49 aayey aayey Clayey 10.0 aayey Plate C-13 ALBUS-KEEFE & ASSOCIATES, INC.7 of 7 alent:Alliance Residential UQUEFACTION Job. No.:2530.00 BASED ON CPT DATA CPT No.: 14 Location: 200 I E. Dyer Rd., SA Moment Magnitude. 6.61 M MSF:|1.45 Soil Prof le Ground Surface Elevation: ft rhlcknei Unit Wt.Bottom (Sv )boL Exist. Groundwater Depth : 8 ft Layer (ft) (pcf)Depth(ft)(tsf) High Groundwater Depth : 8 ft Peak Ground Acceleration:0.568 g 1 60 120 60 3.600 CPT Data: 2 60 3.600 CPT Type: - 4{CPTU) 3 60 3.600 Diameter: -mm (35.7) 60 3.600 Area: -crnz (10) 5 60 3.600 Area Ratio:| 0.85 |(0.85) 6 60 3.600 Pen. Rate: -cm/sec (2) 7 60 3.600 Position Piezoelem.:behind tip (behind tip)8 ****999 2*****4- (Use no more than 8 soil layers) Basic Data Standard Plot Data Soil Classification Kehoe Testing CPT Data CSR 4 Estimated Meas. Tip Side Dyn. Pore Corr. Tip Friction SBTIndex S8T Fines C,clic Soil Depth 4 Friction, f,Pressure Depth Resi,t., 0 Ratio Ic aassification Content Stress aassif. (m)(t5O (psi) (ft) (ts#)Rf(%) 0 (%)Rauo Factor 1 1 0.05 0.00 0.49 0.16 37.31 0.00 2.11 Sand Mixtures: silty sand to sandy silt 16.04 0.38 1.47 1 01 2.71 0.82 0.33 49.81 5.44 2.52 Sand Mixtures: sllty sand to sandy silt 31.70 0.38 2.89 I 0.15 I 2.18 0.71 0.49 34.61 6.30 2.67 Silt Mixtures: clayey sllt to silty clay 39.05 0.38 aayey 0.2 1.90 0.39 0.66 32.60 5.83 2.67 Silt Mixtures: clayey silt toillty clay 38.63 0.38 Clayey 0.25 I 2.31 0.46 0.82 33.50 6.90 2.71 Silt Mixtures: clayey silt to $ilty clay 41.11 0.38 aayey 0.3 2.44 0.51 0.98 34.81 7.01 2.71 Silt Mixtures: clayey silt to silly clay 40.84 0.38 aayey 0.35 1 2.52 0.64 1.15 35.11 7.18 2.71 SIt Mixtures: clayey silt to sitty Clay 41.13 0.38 aiyey 0.4 1 2.74 1.12 1.31 35.41 7.74 2.74 Silt Mixtures: clayey silt to silty clay 42.37 0.38 aayey 0.45 2.76 1.12 1.48 35.31 7.82 2.74 Silt Mixture5: clayey silt to silty clay 42.61 0.38 aayey 0.5 2.68 1.20 1.64 34.91 7.68 2.74 Silt Mixtures: clayey silt to,ilty clay 42.45 0.38 aayey 0.55 1 2.60 1.02 1.80 33.01 7.88 2.76 Silt Mixtures: clayey R to sitty clay 43.80 0.38 aayey 0.6 1 2.52 0.88 1.97 33.61 7.so 2.74 Silt Mixtures: clayey silt to slity clay 42.61 0.38 aayey 0.65 1 2.52 0.74 2.13 32.51 7.75 2.76 Silt Mixtures: clayey silt to silty clay 43.7S 0.38 aayey 0.7 2.58 0.74 2.30 34.21 7.54 2.74 Slt Mixtures: clayey silt to silly clay 42.46 0.38 aiyey 0.75 1 2.69 0.74 2.46 34.61 7.77 2.74 Silt Mixtures: clayey silt to silty clay 42.84 0.38 aayey 0.8 2.77 0.80 2.62 34.81 7.96 2.75 Silt Mixtures: clayey slit to silty clay 43.19 0.38 aiyey 0.85 2.52 0.67 2.79 34.31 7.35 2.73 Silt Mixtures: clayey silt to silly clay 41.95 0.38 aayey 0.9 2.03 0.41 2.95 30.80 6.59 2.72 Silt Mixtures: clayey silt to silty clay 41.68 0.38 aayey 0.95 1.64 0.37 3.12 35.40 4.63 2.57 Sand Mixtures: silly sand to sandy silt 33.84 0.38 3.14 1 I 1.49 0.37 3.28 42.20 3.53 2.43 Sand Mixtures: silty sand to sandy silt 27.65 0.38 2.44 1.05 1.46 0.32 3.44 53.80 2.71 227 Sand Mixtures: sllty sand to sandy silt 21.58 0.38 1.87 1.1 1.35 0.37 3.61 58.60 2.30 2.20 Sand Mixtures: silty sand to sandy silt 18.90 0.38 1.66 1.15 1.13 0.37 3.77 56.50 2.00 2.16 Sand Mixtures: silty sand to sandy silt 17.83 0.38 1.58 1.2 1.00 0.28 3.94 52.60 1.90 2.17 Sand Mixtures: silty sand to sandy silt 18 06 0.38 1.60 1.25 0.93 0.34 4.10 47.60 1.95 2.21 Sand Mixtures: silty sand to sandy silt 19.38 0.38 1.70 ALBUS-KEEFE & ASSOCIATES, INC. Resist., i (t30 37.3C 49.8C 34.6C 32.6C 33.5C 34.8C 35.1C 35.4C 35.3C 34.9C 33.OC 33.6C 32.5C 34.2C 34.6C 34.8C 34.3C 30.8C 35.4C 42.2C 53.8C 58.6C 56.5C 52.6C 47.6C Uquefaction Analysis Corrected Factor of Uquefaction q UN for Fines CRR, 5*MSF Safety Susceptibility9clMc, Adjusted Cyclic Resist.CRR/CSR FS for Design Rauo 1.3 56.41 82.85 0.19 NA NA Above High GWL 75.31 217.31 1.00 NA NA Above High GWL 52.33 aayey Clayey NA NA Above High GWL 49.30 0/yey Clayey NA NA Above High GWL 50.66 aayey aayey NA NA Above High GWL 52.63 aayey aayey NA NA Above High GWL 53.08 aayey aayey NA NA Above High GWL 53.53 aayey aayey NA NA Above High GWL 53.38 aiyey aiyey NA NA Above High GWL 52.78 aayey aayey NA NA Above High GWL 49.91 aayey aayey NA NA Above High GWL 50.81 aayey aiyey NA NA Above High GWL 49.15 aayey aayey NA NA Above High GWL 51.72 aiyey aiyey NA NA Above High GWL 52.33 Clayey aayey NA NA Above High GWL 52.63 aayey aiyey NA NA Above High GWL 51.87 aayey aayey NA NA Above High GWL 46.58 aayey aayey NA NA Above High GWL 53.53 168.07 1.00 NA NA Above High GWL 63.82 155.66 0.62 NA NA Above High GWL 81.36 152.04 0.59 NA NA Above High GWL 88.62 147.08 0.55 NA NA Above High GWL 85.44 135.36 0.45 NA NA Above High GWL 79.55 127.27 0.39 NA NA Above High GWL 71.98 122.04 0.36 'NA NA Above High GWL e C-14 1 of 7 42.70 39.20 40.40 47.00 47.40 42.50 38.20 34.80 30.80 28.10 24.10 21.00 19.50 20.40 21.20 20.20 17.70 17.40 20.60 25.40 28.60 31.90 32.70 32.60 32.30 32.00 32.60 32.10 30.70 29.20 29.30 28.70 23.80 18.60 19.60 19.10 17.70 16.90 16.30 15.60 15.30 15.30 15.30 16.10 16.80 17.30 18.40 1.3 ,0.91 0.33 4.27 42.70 2.13 2.27 Sand Mixtures: silty sand to sandy silt 21.50 0.38 1.86 64.57 120.23 0.35 NA NA Above High GWL 1.35 0.89 0.37 4.43 39.20 2.27 2.32 Sand Mixtures: silty sand to sandy silt 23.20 0.38 2.01 59.28 119.04 0.34 NA NA Above High GWL 1.4 0.93 0.34 4.59 40.40 2.30 2.31 Sand Mixtures: silly sand to sandy silt 22.99 0.38 1.99 61.10 121.58 0.36 NA NA Above High GWL 1.45 ,1.12 0.37 4.76 47.00 2.38 2.28 Sand Mixtures: silty sand to sandy silt 21.63 0.38 1.87 71.08 133.10 0.43 NA NA Above High GWL 1.5 ,1.51 0.37 4.92 47.40 3.19 2.36 Sand Mixtures: silty sand to sandy silt 24.94 0.36 2.17 71.68 155.49 0.62 NA NA Above High GWL 1.55 ,1.96 0.37 5.09 42.50 461 2.Sl Sand Mixtures: silty sand to sandy silt 31.34 0.36 2.84 64.27 182.73 1.00 NA NA Above High GWL 1.6 1.87 0.37 5.25 38.20 4.90 2.57 Sand Mixtures: silty sand to sandy silt 33.67 0.36 3.12 57.77 180.19 1.00 NA NA Above High GWL 1.65 ,1.97 0.37 5.41 34.80 5.66 2.64 Silt Mixtures: clayey silt to silty clay 37.32 0.36 aiyey 52.63 aayey aayey NA NA Above High GWL 1.7 ,1.91 0.27 5.58 30.80 6.20 2.70 Slt Mixtures: clayey silt to silty clay 40.71 0.36 aayey 46.58 aayey aayey NA NA Above High GWL 1.75 1.76 0.22 5.74 28.10 6.26 2.74 SIt Mixtures: clayey silt to silty clay 42.35 0.36 aayey 42.SO aayey aayey NA NA Above High GWL 1.8 1.53 0.09 5.91 24.10 6.35 2.61 Silt Mixtures: clayey sllt to silty clay 35.92 0.36 aayey 67.02 aayey aayey NA NA Above High GWL 1.85 1.36 0.06 6.07 21.00 6.48 2.67 Silt Mixtures: clayey silt to silty clay 38.64 0.36 aayey 56.66 C]@yey aayey NA NA Above High GWL 1.9 1.23 0.05 6.23 19.50 6.31 2.69 Silt Mixtures: clayey stlt to s,Ity clay 39.73 0.36 aayey 51.14 aayey a.yey NA NA Above High GWL 1.95 1.20 0.12 6.40 20.40 5.88 2.66 Silt Mixtures: clayey sitt to s,Ity clay 38.25 0.36 aayey S2.14 aayey a.yey NA NA Above High GWL 2 1.20 0.18 6.56 21.20 5.66 2.64 Silt Mixtures: clayey silt to silty clay 3741 0.36 aayey 52.85 aayey aayey NA NA Above High GWL 2.05 1.19 0.18 6.73 20.20 5.89 2.68 mit Mixtures: clayey silt to s,Ity clay 39.20 0.36 Clayey 49.06 aayey aayey NA NA Above High GWL 2.1 1.12 0.27 6.89 17.70 6.33 2.75 Silt Mixtures: clayey silt to silly clay 42.99 0.36 aayey 41.82 aayey aiyey NA NA Above High GWL 2.15 1.07 0.21 7.05 17.40 6.15 2.75 Silt Mixtures: clayey Bilt to silty clay 43.17 0.36 aayey 40.11 aiyey a.yey NA NA Above High GWL 2.2 1.12 0.32 7.22 20.60 5.44 2.67 SiR Mixtures: clayey sin to silty clay 38.66 0.36 aayey 46.57 aayey aayey NA NA Above High GWL 2.25 1.33 0.35 7.38 25.40 5.24 2.71 Silt Mixtures: clayey silt to silty clay 40.99 0.36 aayey 38.41 aayey a.yey NA NA Above High GWL 2.3 1.62 0.37 7.55 28.60 5.66 2.70 Silt Mixtures: clayey silt to silty clay 40.40 0.36 aayey 43.25 aayey aayey NA NA Above High GWL 2.35 1.85 0.29 7.71 31.90 5.80 2.67 Silt Mixtures: clayey silt to silty clay 39.09 0.36 aiyey 48.24 aayey aayey NA NA Above High GWL 2.4 1.94 0.40 7.87 32.70 5.93 2.67 S,lt Mixtures: clayey silt to silly clay 39.10 0.36 aayey 49.45 aayey aayey NA NA Above High GWL 2.45 1.96 0.55 8.04 32.61 6.01 2.68 Silt Mixtures: clayey silt to silty clay 39.38 0.36 aayey 49.30 aayey a,Yey Clayey 10.0 aayey 2.5 1.70 0.59 8.20 32.31 5.26 2.64 S,lt Mi,rtures: clayey silt to silty clay 37.32 0.38 aayey 48 85 aayey aayey Clayey 10.0 aayey 2.55 1.88 0.58 8.37 32.01 5.88 2.68 Silt Mixtures: clayey silt to sitty ctay 39.28 0.38 a.yey 48.39 aayey aayey Clayey 10.0 aayey 2.6 1.97 0.65 8.53 32.61 6.04 2.60 S,lt Mixtures: clayey silt to silty clay 35.57 0.38 aayey 64.79 aayey aayey Clayey 10.0 aayey 2.65 1.95 0.62 8.69 32.11 6.07 2.61 Silt Mixtures: clayey silt to sitty clay 36.02 0.38 aayey 63.16 aayey aayey Clayey 10.0 aayey 2.7 1.93 0.55 8.86 30.71 6.29 2.64 Silt Mixtures: clayey silt to silty clay 37.37 0.38 a,yey 59.77 aayey aayev Clayey 10.0 aayey 2.75 1.87 0.37 9.02 29.20 6.40 2.66 Silt Mixtures: clayey silt to silty clay 38.57 0.38 aayey 56.25 aayey aayey Clayey 10.0 aayey 2.8 1.77 0.44 9.19 29.30 6.04 2.65 Silt Mixtures: clayey silt to silty clay 37.68 0.40 aayey 55.91 aayey aayey Clayey 10.0 aayey 2.85 1.59 0.54 9.35 28.71 5.54 2.63 Silt Mixtures: clayey silt to lilty clay 36.70 0.40 aayey 54.23 aayey aayey Clayey 10.0 aayey 2.9 1.37 0.30 9.51 23.80 5.76 2.70 Silt Mixtures: clayey silt to silty clay 40.42 0.40 aayey 44.36 aayey a.yey Clayey 10.0 aayey 2.95 1.19 0.27 9.68 18.60 6.40 2.81 Silt Mixtures: clayey silt to silly clay 46.75 0.40 aayey 34.11 aayey aayey Clayey 10.0 aayey 3 1.09 0.33 9.84 19.60 5.56 2.76 Silt Mixtures: clayey sitt to silty clay 43.47 0.40 aayey 35.66 aayey aayey Clayey 10.0 aayey 3.05 1.08 0.37 1001 19.10 5.65 2.77 Silt Mixtures: clayey silt to silty clay 44.39 0.40 aayey 34.40 (layey aayey Clayey 10.0 aayey 3.1 1.06 0.40 10.17 17.70 5.99 2.82 Silt Mixtures: clayey silt to silty clay 47.01 0.42 aayey 31.SO aiyey a.yey Clayey 10.0 a.yey 3.15 0.97 0.60 10.33 16.91 5.74 2.82 Silt Mixtures: clayey silt to silty clay 47.30 0.42 aayey 29.75 Clayey aayey Clayey 10.0 aayey 3.2 0.92 0.65 10.50 16.31 5.64 2.83 Silt Mixtures: clayey sm to silty clay 47.89 0.42 a.yey 28.39 aayey aayey Clayey 10.0 aayey 3.25 0.90 0.69 10.66 15.61 5.77 2.86 Silt Mixtures: clayey silt to silty clay 49.35 0.42 a.yey 26.87 Clayey aayey Clayey 10.0 aayey 3.3 0.89 0.74 10.83 15.31 5.82 2.87 Silt Mixtures: clayey silt to silty clay SO 08 0.42 aayey 26.10 aayey a.yey Clayey 10.0 aayey 3.35 0.88 0.74 10.99 15.31 5.75 2.87 Sit Mixtures: clayey silt to silty clay SO.06 0.42 aayey 25.86 aayey aayey Clayey 10.0 aayey 3.4 0.81 0.85 11.15 15.31 5 29 2.85 S,lt Mixtures: clayey silt to silty clay 48.73 0.42 aiyey 25.63 aayey aayey Clayey 10.0 aayey 3.45 0.80 0.93 11.32 16 11 4.97 2.81 Silt Mixtures: clayey silt to silty clay 46.76 0.42 Clayey 26.79 Clayey aayey Clayey 10.0 aayey 3.5 0.83 0.93 11.48 16.81 494 2.80 Sllt Mixtures: clayey silt to silty clay 45.99 0.44 aayey 27.76 aayey aiyey Clayey 10.0 aayey 3.55 0.92 0.93 11.65 17.31 5.32 2.82 Silt Mixtures: clayey silt to silly clay 46.87 0.44 aayey 28.38 Clayey aavey Clayey 10.0 aayey 3.6 0.99 0.93 11.81 18.41 5.38 2.80 S,It Mixtures: clayey silt to silty clay 46.04 0.44 aayey 30.00 aayey a.yey Clayey 10.0 aayey Plate C-14 ALBUS-KEEFE & ASSOCIATES, INC.2 of 7 3.65 19.80 1.09 0.93 11.98 19.81 5.51 2.79 S,It Mixtures: clayey silt to silty clay 45.21 0.44 aayey 32.10 Clayey aayey Clayey 10.0 aayey 3.7 20.80 1.17 1.02 12.14 20.81 5.63 2.78 Silt Mixtures: clayey silt to silty clay 4452 0.44 aayey 33.SO aayey aayev Clayey 10.0 aayey 3.75 20.90 1.23 0.94 12.30 20.91 5.89 2.79 Silt MixturesÂ· clayey $ilt to silty clay 45.69 0.44 aayey 33.38 Clayey aayey Clayey 10.0 a.yey 3.8 21.50 1.22 1.00 12.47 21.51 5.67 2.78 Silt Mixtures: clayey silt to silty clay 44.67 0.44 0@yey 34.09 aayey aayey Clayey 10.0 0'yey 3.85 21.00 1.18 0.93 12.63 21 01 5.62 2.78 Silt Mixtures: clayey silt to,ilry clay 45.08 0.44 aayey 33.00 aayey aayey Ctayey 10.0 aayey 3.9 19.60 1.15 1.02 12.80 19.61 5.87 2.82 Silt Mixtures: clayey silt to silty clay 47.32 0.44 aayey 30.47 aayey a.yey Clayey 10.0 aayey 3.95 19.60 1.12 1.02 12.96 1961 5.71 2.82 Silt Mixtures: clayey silt to silty clay 47.00 0.46 aayey 30.22 aayey aayey Clayey 10.0 a,yey 4 19.20 1.10 1.12 13.12 19.21 5.73 2.83 Silt Mixtures: clayey silt to silly clay 47.60 0.46 aayey 29.34 aayey aayey Clayey 10.0 aayey 4.05 19.10 1.08 1.15 13.29 19.11 5.65 2.83 Silt Mixtures: clayey silt to silty Clay 47.62 0.46 aayey 28.95 aavey aayey Clayey 10.0 aayey 4.1 19.00 1.07 1.21 13.45 19.01 5.63 2.83 SIt Mixtures: clayey silt to silty clay 47.81 0.46 aayey 28.56 a,yey aayey Clayey 10.0 aayey 4.15 18.50 1.07 1.21 13.62 18.51 5.78 2.85 Silt Mixtures: clayey silt to silty clay 48.99 0.46 aayey 27.56 aayey aayey Clayey 10.0 aayey 4.2 17.10 1.04 1.30 13 78 17.11 6.08 2.90 Silt Mixtures: clayey silt to silty clay 51.72 0.46 aayey 25.17 aayey aayey Clayey 10.0 aayey 4.25 15.80 0.96 1.43 13.94 15.82 6.08 2.93 Silt Mixtures: clayey silt to silty clay 53.58 0.46 aiyey 22.98 aayey aayey Clayey 10.0 Clayey 4.3 14.60 0.87 1.49 14.11 14.62 5.96 2.95 Silt Mixtures: clayey silt to silty clay 55.16 0.46 aiyey 20.97 aayey aayey Clayey 10.0 aayey 4.35 13.70 0.66 1.49 14.27 13.72 4.82 2.91 MIt MixturesÂ· clayey silt to silty clay 52.82 0.46 aayey 19.44 aayey aayey Clayey 10.0 aayey 4.4 12.60 0.70 1.49 1444 12.62 5.56 2.99 aays 57.67 0.46 aayey 17.64 a,yey aavey Clayey 10.0 aiyey 4.45 12.10 0.68 1.53 14.60 12.12 5.62 3.01 aaYS 4.5 10.80 0.66 1.59 14.76 10.82 6.11 3.08 4.55 9.80 0.54 1.59 14.93 9.82 5.51 3.09 aays 4.6 9.10 0.46 1.68 15.09 9.12 5.05 3.10 aays 4.65 8.80 0.45 1.68 15.26 8.82 5.11 3.12 aayâ€¢ 4.7 8.80 0.47 1.68 15.42 8.82 5.34 3.13 aan 4.75 8.70 0.47 1.68 15.58 8.72 5.40 3.14 aays 4.8 8.40 0.47 1.68 15.75 8.42 5.60 3.17 aays 4.85 8.30 0.45 1.68 15.91 8.32 5.42 3.17 aays 4.9 7.80 0.42 1.68 1608 7.82 5.38 3.20 aays 4.95 7.60 0.40 1.74 16.24 7.62 5.26 3.21 aays 5 7.20 0.40 1.77 16.40 7.22 5.56 3.25 airs 5.05 8.00 0.44 1.77 16.57 8.02 5.50 3.20 aays 5.1 10.00 0.50 1.77 16.73 10.02 5.00 3.09 aays 5.15 11.00 0.59 1.77 16.90 11.02 5.36 3.07 aBYS 5.2 10.70 0.67 1.84 17.06 10.72 6.26 3.13 aays 5.25 10.60 0.54 1.77 17.22 10.62 5.09 3.08 aaYS 5.3 10.40 0.53 1.77 17.39 10.42 5.10 3.09 a.ys 5.35 10.80 0.54 1.77 17.55 10.82 5.00 3.07 aays 5.4 11.10 0.62 1.87 17.72 11.12 539 3.09 aays 5.45 10.70 0.63 1.87 17.88 10.72 5.89 3.12 aays 5.5 10.90 0.63 1.87 18.04 10.92 5.78 3.11 aays 5.55 11.60 0.63 1.87 18.21 11.62 5.43 3.07 aays 5.6 12.30 0.65 1.96 18.37 12.32 S.28 3.05 aaYS 5.65 12.80 0.68 1.96 18.54 12.82 5.31 3.04 aan 5.7 12.60 0.71 1.96 18.70 12.62 5.63 3.06 aays 5.75 12.10 0.74 1.96 1886 12.12 6.12 3.10 aays 5.8 12.10 0.75 1.96 1903 12.12 6.20 3.11 aays 5.85 13.70 0.75 2.03 19.19 13.72 5.47 3.03 (@'1,5 5.9 15.40 0.80 2.06 19.36 15.42 5.19 2.97 @'15 5.95 0.91 2.06 19.52 16.82 5.42 2.95 0/y5 59.09 0.48 Clayey 16.75 aayey aayey Clayey 10.0 aayey 63.95 0.48 aayey 14.69 aayey aayey Clayey 10.0 aayey 64.73 0.48 aayey 13.10 aayey aayey Clayey 10.0 aayey 65.34 0.48 aayey 11.98 aayey aayey Clayey 10.0 aayey 66.78 0.48 aayey 11.44 aayey aayey Clayey 10.0 aayey 67.90 0.48 aayey 11.35 aayey aayey Clayey 10.0 aayey 68.70 0 48 aayey 11.12 a.yey aayey Clayey 10.0 aayey 70.76 0.48 aayey 10.60 aayey aayey Clayey 10.0 aayey 70.71 0.48 aayey 10.38 aayey aayey Clayey 10.0 aayey 72.81 0.48 aayey 9.59 aiyey aayey Clayey 10.0 aayey 7343 0.48 aayey 9.24 aayey aayey Clayey 10.0 aayey 76.70 0.48 Clayey 8.61 aayey aayey Clayey 10.0 aayey 73.14 0.50 aayey 9.64 aayey aayey Clayey 10.0 aayey 64.50 0.50 aayey 12.30 aayey aayey Clayey 10.0 aayey 63.39 0.SO aayey 13.56 aavey aavey Clayey 10.0 aayey 67.56 0.50 aayey 13.06 aayey aayey Clayey 10.0 aayey 63.79 O.SO aayey 12.83 aayey aayey Clayey 10.0 aayey 64.54 0.50 aayey 12.47 aayey aayey Clayey 10.0 aayey 63.28 0.50 aayey 12.91 aavey aayey Clayey 10.0 aavey 64.91 O.so aavey 13.21 aayey aayey Clayey 10.0 aayey 67.25 0.50 aayey 12.59 aayey aayey Clayey 10.0 aayey 6652 0.50 aavey 12.76 aayey aayey Clayey 10.0 Cayey 63.66 0.50 aayey 13.58 a,yey aayey Clayey 10.0 aayey 61.68 030 aayey 14.38 aayey aavey Clayey 10.0 aayey 60.89 0.50 aiyey 14.92 aayey aavey Clayey 10.0 aayey 62.66 0.50 aayey 14.56 aayey aayey Clayey 10.0 aayey 65.63 0.50 aayey 13.83 aayey aayey Clayey 10.0 a,yey 66.10 0.52 aayey 13.74 aayey aiyey Clayey 10.0 aayey 60.35 0.52 aayey 15.64 aayey aayey Clayey 10.0 aayey 56.51 0.52 aayey 17.64 a,yey Clayey Clayey 10.0 aiyey 55.34 0.52 aayey 19.25 aayey aayey ALBUS-KEEFE & ASSOCIATES, INC. Clayey 10.0 aayey e C-14 3 of 7 18.20 9.1 12.5 21.4 6 1.04 2.15 19.69 18.22 5.71 2.94 Silt Mixtures: clayey silt to silry clay S4.62 0.52 aayey 20.84 aayey aayey Clayey 10.0 aayey 6.05 19.10 1.13 2.15 19.85 19.12 5.92 2.94 Silt Mixtures: clayey silt to silty clay 54.31 0.52 aavey 21 81 aayey aayey Clayey 10.0 a,yey 6.1 19.20 1.17 2.15 20.01 19.22 609 2.95 Silt Mixtures: clayey silt to silly clay 54.90 0.52 aayey 21.79 aayey aayey Clayey 10.0 aayey 6.15 18.40 1.14 2.15 20.18 18.42 6.20 2.97 aays 56.35 0.52 Clayey 20.69 aayey Clayey Clayey 10.0 aayey 6.2 16.60 1.09 2.15 20.34 16.62 6.57 3.02 a.ys 60.16 0.52 aayey 18.41 aayey aayey Clayey 10.0 aayey 6.25 15.10 0.97 1.90 20.Sl 15.12 6.42 3.06 aays 62.30 0.52 aayey 16.51 aayey aayey Clayey 10.0 aayey 6.3 14.40 0.86 2.05 20.67 14.42 5.97 3.05 aays 62.23 0.52 aayey 1538 a@yey aayey Clayey 10.0 Clayey 6.35 13.20 0.83 2.06 20.83 13.22 6.29 3.11 aavs 65.85 O.S2 aiyey 14.07 aayey aayey Clayey 10.0 aayey 6.4 11.70 0.80 2.06 21.00 11.72 6.84 3.18 aays 71.38 0.52 aayey 12.22 aayey aayey Clayey 10.0 aayey 6.45 10.20 0.67 2.02 21.16 10.22 6.57 3.23 aays 75.05 0.52 a.yey 10.40 aayey aayey Clayey 10.0 aayey 6.5 8.50 0.51 1.96 21.33 8.52 6.00 3 28 aays 79 58 0.52 aayey 8.36 Clayey a.yey Clayey 10.0 aayey 6.55 8.50 0.42 1.96 21.49 8.52 4.94 3.23 aays 75.54 0.52 aiyey 8.30 aayey 0@yey Clayey 10.0 aayey 6.6 9.40 0.43 1.99 21.65 9.42 4.57 3.17 aaYS 70.65 0.52 aiyey 9.28 aayey aayey Clayey 10.0 aayey 6.65 11.70 0.50 2.06 2182 11.72 4.27 3.06 aays 62.62 0.52 aavey 11.84 aayey a.yey Clayey 10.0 aayey 6.7 13.40 0.68 2.06 21.98 13.42 5.07 3.OS aays 62.22 0.52 aayey 13.69 aayey aayey Clayey 10.0 aayey 6.75 18.20 0.97 2.13 22.15 18.22 5.33 2.95 aays 55.36 0.52 a,yey 19.01 aayey aavey Clayey 10.0 aayey 6.8 24.00 1.09 2.15 22.31 24 02 4.54 2.81 Silt Mixtures: clayey silt to sitty clay 46.44 0.54 aayey 2540 aayey aayey Clayey 10.0 aayey 6.85 17.90 1.02 2.15 22.47 17.92 5.70 2.98 aays 57.32 0.54 a.yey 1846 aayey aayey Clayey 10.0 a@yey 6.9 15.20 0.85 2.15 22.64 15.22 5.59 3.04 aays 61.30 0.54 aayey 15.35 aayey aayey Clayey 10.0 Clayey 6.95 15.90 0.75 2.21 22.80 15.92 4.72 2.98 aays 56.98 0.54 aayey 1603 a,yey aayey Clayey 10.0 a.yey 7 15.00 0.80 2.24 22.97 15.02 5.33 3.04 aays 61 02 0.54 a.yey 14.95 aayey aayey Clayey 10.0 aayey 7.05 12.60 0.74 2.24 23.13 12.62 5.87 3.14 aays 68.12 0.54 aayey 12.24 a.yey aayey Clayey 10.0 Clayey 7.1 13.70 0.51 2.29 23.29 13.72 3.72 2.98 aays 57.04 0.54 aayey 13.37 Clayey a.yey Clayey 10.0 aayey 7.15 12.60 0.51 2.34 23.46 12.63 4.05 3.04 aays 61.07 0.54 aavey 12.10 aiyey aayey Clayey 10.0 aayey 7.2 12.9 0.52 2.53 23.62 12.93 4.03 303 aays 6047 0.54 aayey 12.35 Clayey aayey Clayey 10.0 aayey 7.25 11.9 0.49 2.62 23.79 11.93 4.12 3.07 aays 63.40 0.54 aayey 11.21 aayey aayey Clayey 10.0 a,yey 7.3 10.9 0.37 2.62 23.95 10.93 3.39 3.06 aaYS 62.68 0.54 aayey 10.07 aayey aayey Clayey 10.0 aayey 7.35 10.9 0.32 2.69 24.11 10.93 2.94 303 aays 60.28 0.54 a,yey 10.01 a,yey aiyey Clayey 10.0 aayey 7.4 13.8 0.4 2.72 24.28 13.83 2.90 2.92 Sitt Mixtures: clayey silt to silty Clay S3.4S 0.54 aayey 13 01 aayey aayey Clayey 10.0 aayey 7.45 19.5 0.62 2.81 24.44 19.53 3.18 2.81 Silt Mixtures: clayey silt to silty clay 46.56 0.54 aayey 18.91 aayey aayey Clayey 10.0 aayey 7.5 24.2 0.94 2.88 24.61 24.23 3.88 2.79 Silt Mixtures: clayey silt to sitty clay 45.20 0.54 aayey 23.71 aayey aayey Clayey 10.0 aayey 7.55 27.9 1.24 3 24.77 27.93 4.44 2.78 Silt Mixtures: clayey silt to sitty clay 44.62 0.54 aayey 27.43 aayey aayey Clayey 10.0 aayey 7.6 29.6 1.57 3.08 24.93 29.63 5.30 2.81 Silt Mixtures: clayey zilt to,ilty clay 46.59 0.54 aayey 29.04 Clayey aayey Clayey 10.0 aayey 7.65 30.7 1.75 3.09 25.10 30.73 5.70 2.82 Silt MIxtures: clayey $ilt to silty clay 47.25 0.54 aayey 30.02 aayey aayey Clayey 10.0 aayey 7.7 29.8 1.77 3.09 25.26 29.83 5.94 2.85 Silt Mixtures: clayey $ilt to Bilty clay 48.70 0.54 aayey 28.95 aayey aayey Clayey 10.0 aayey 7.75 26.9 1.65 3.09 25 43 26.93 6.13 2.89 Silt Mixtures: clayey silt to silly clay 51.54 0.54 aavey 25.84 a.yey aayey Clayey 10.0 aayey 7.8 23.9 1.46 3.09 25.59 23.93 6.11 2.93 Silt Mixtures. clayey silt to silty clay 54.19 0.54 aayey 22.67 aayey aayey Clayey 10.0 a.yey 7.85 20.6 1.27 3.09 25.75 20.63 6.17 2.99 aays 58.00 0.54 aayey 19.22 aayey aayey Clayey 10.0 aayey 7.9 17.3 1.04 3.09 25.92 17.33 6.01 3.05 aays 62.11 0.54 aayer 15.81 a,yey aavey Clayey 10.0 aayey 7.95 14.9 0.87 3.09 2608 14.93 5.84 3.10 aaYS 65.83 0.54 aayey 13.32 aavey aavey Clayey 10.0 aavey 8 12.1 0.7 3.09 26.25 12.13 5.79 3.19 aâ€¢YS 72.23 0.54 aavey 10.47 aayey aayey Clayey 10.0 aayey 8.05 10.3 0.52 3.09 26.41 10.33 5.05 3.23 aays 75.01 0.54 aayey 8.63 aayey aayey Clayey 10.0 aavey 8.1 9.2 0.44 3.09 26.57 923 4.78 3.27 aays 78.24 0.54 aayey 7.49 aayey aayey Clayey 10.0 aayey 8.15 10.1 0.36 3.18 26.74 10.13 3.56 3.15 aays 69.03 0.54 aayey 8.33 aayey aayey Clayey 10.0 aayey 8.2 0.4 3.18 26.90 9.13 4.40 3.25 aays 77.26 0.56 aayey 7.31 aayey aayey Clayey 10.0 aayey 8.25 0.53 3.18 2707 12.53 4.24 3.10 aays 65.63 0.56 aayey 10.57 aayey aayey Clayey 10.0 aayey 8.3 0.73 3.23 27.23 21.43 3.41 2.83 Silt Mixtures: clayey silt to silly clay 47.49 0.56 aiyey 1912 aayey aayey Clayey 10.0 aayey Plate C-14 ALBUS-KEEFE & ASSOCIATES, INC.4 of 7 8.35 24.6 0.95 8.4 25.7 1.21 8.45 26.3 1.29 8.5 26.4 1.13 8.55 20.7 0.89 8.6 17 0.61 8.65 14.5 0.47 8.7 14.3 0.44 8.75 14.9 0.4 8.8 12.7 0.38 8.85 11.6 0.35 8.9 10.9 0.33 8.95 10.7 0.29 9 10.3 0.31 9.05 12.8 0.34 9.1 11.6 0.35 9.15 11.4 0.32 9.2 10.9 0.32 9.25 11.1 0.33 9.3 12.1 0.36 9.35 12.3 0.38 9.4 12.3 0.46 9.45 13.8 0.53 9.5 16.2 0.62 9.55 15.4 0.82 9.6 23.7 0.9 9.65 25.2 1.04 9.7 25.2 1.21 9.75 24.9 1.52 9.8 34.3 1.72 9.85 30.7 1.53 9.9 23.8 1.54 9.95 20.6 1.37 10 18.8 1.12 10.05 20 0.94 10.1 18.8 0.88 10.15 17 0.9 10.2 16.3 0.81 10.25 17.2 0.96 10.3 24.3 0.99 10.35 21.6 0.97 10.4 19.9 0.84 10.45 20.1 0.71 10.5 19.8 0.71 10.55 19.6 0.78 10.6 21.9 0.9 10.65 0.92 3.29 27.40 24.64 3.86 2.81 Silt Mixtures: clayey silt to silty clay 46.53 0.56 aayey 22.10 aayey aayey Clayey 10.0 3.37 27.56 25.74 4.71 2.85 Silt Mixtures: clayey silt to sitty clay 49.06 0.56 aayey 23.05 aayey aayey Clayey 10.0 3.37 27.72 26.34 4.90 2.86 Silt Mixtures: dam silt to slity Clay 49.38 0.56 aayey 23.51 aayey aayey Clayey 10.0 3.37 27.89 26.44 4.28 2.82 Silt Mixtures: clayey silt to silty clay 47.03 0.56 aayey 23.49 aayey Clayey Clayey 10.0 3.37 28.05 20.74 4.30 2.91 Sllt Mixtures: clayey silt to silly clay 52.75 0.56 aayey 17.98 aayey aayey Clayey 10.0 3.29 28.22 17.04 3.59 2.94 Sit Mixtures: clayey silt to silty clay 54.67 0.56 aiyey 14.41 aiyey aayey Clayey 10.0 3.37 28.38 14.54 3.24 2.98 aaYS 57.40 0.56 aayey 11.99 aayey aayey Clayey 10.0 3.37 28.54 14.34 3.08 2.98 aaYS 57.04 0.56 aayey 11.75 aayey aayey Clayey 10.0 3.37 28.71 14.94 2.68 2.93 Silt Mixtures: clayey silt to silty clay 53.75 0.56 aayey 12.24 aiyey aayey Clayey 10.0 3.37 28.87 12.74 2.99 3.03 aays 60.36 0.56 aayey 10.14 aayey aayey Clayey 10.0 3.42 29.04 1164 3 02 3.07 aays 63.55 0.56 aayey 9.08 aavey a.yey Clayey 10.0 3.46 29.20 10.94 3.03 3.11 agys 6S.85 0.56 aayey 8.39 aayey aayey Clayey 10.0 3.46 29.36 10.74 2.71 309 aays 64.68 0.56 aayey 8.16 aayey a.yey Clayey 10.0 3.51 29.53 10.34 3.01 3.14 aays 68.06 O.S6 aayey 7.75 aayey a.yey Clayey 10.0 3.59 29.69 12.84 2.66 3.00 aays 58.80 O.S6 aayey 9.97 aayey aayey Clayey 10.0 3.43 29.86 11.64 3.02 3.08 aays 64.31 0.56 aayey 8.84 aayey aayey Clayey 10.0 3.38 30.02 11.44 2.81 3.08 aays 63.76 0.56 aayey 8.62 aayey aayey Clayey 10.0 3.46 30.18 10.94 2.94 3.11 aays 66.25 0.56 aayey 8.12 aayey aayey Clayey 10.0 3.46 30.35 11.14 2.97 3.11 aars 66.00 0.56 aayey 8.26 aavey aa yey Clayey 10.0 3.46 30.51 12.14 2.98 3.07 aays 63.26 0.56 aayey 9.10 aayey aayey Clayey 10.0 3.56 30.68 12.34 3.09 3.07 aays 63.54 0.56 aayey 9.23 aayey aayey Clayey 10.0 3.56 30.84 12.34 3.74 312 aays 67.22 0.56 aayey 9.18 aayey aayey Clayey 10.0 3.56 31.00 13.84 3.84 3.08 aays 64.12 0.56 aayey 10.45 aayey aayey Clayey 10.0 3.63 31.17 16.24 3.83 3.01 aays 59.37 0.56 aayey 12.49 aayey aayey Clayey 10.0 3.66 31.33 15.44 5.32 3.13 airs 67.40 0.56 aayey 11.74 aayey aayey Clayey 10.0 3.75 31.50 23.74 3.80 2.86 Silt Mixtures: clayey silt to silty clay 49.60 0.56 aayey 18.86 aayey aayey Clayey 10.0 3.75 31.66 25.24 4.13 2.86 Silt Mixtures: clayey silt to silly clay 49.69 0.56 aayey 20.06 aayey aavey Clayey 10.0 3.79 31.82 25.24 4.80 2.91 Silt Mixtures: clayey silt to silty clay 52.47 0.56 Clayey 19.97 aayey aayey Clayey 10.0 3.84 31.99 24.94 6.10 2.98 aays 57.40 0.56 aayey 19.63 aayey Clayey Clayey 10.0 3.52 32.15 34.34 5.01 2.81 Silt Mixture: clayey silt to slity Clay 46.67 0.56 Clayey 27.54 aayey Ciayey Clavey 10.0 2.02 32.32 30.72 4.98 2.85 Silt Mixtures: clayey silt to silly clay 48.97 0.56 aayey 24.37 aayey aayey Clayey 10.0 -0.16 32.48 23.80 6.47 3.02 aays 60.01 0.56 aavey 18.44 aayey aayey Clayey 10.0 -0.79 32.64 20.59 6.65 3.09 aays 64.52 0.56 aayey 15.67 aayey aayey Clayey 10.0 -0.85 32.81 18.79 5.96 3.09 airs 64.91 0.56 aayey 14.09 aayey aayey Clayey 10.0 4.76 32 97 19.99 4.70 3.00 airs 58.61 0.56 aayey 15.03 aayey aayey Clayey 10.0 -0.85 33.14 18.79 4.68 3.03 aays 60.35 0.56 aayey 13.96 aayey aayey Clayey 10.0 -0.85 33.30 16.99 5.29 3.10 aays 65.81 0.56 aayey 12.41 aayey aayey Clayey 10.0 -0.85 33.46 16.29 4.97 3.11 aays 65.93 0.56 aayey 11.78 a,yey aayey Clayey 10.0 -0.85 33.63 17.19 558 3.12 aays 66.79 0.56 aayey 12.46 aayey a.yey Clayey 10.0 -0.85 33.79 24.29 4.07 2.89 Silt Mixtures: clayey silt to filty clay 51.58 0.56 aayey 18.21 aayey aayey Clayey 10.0 -0.92 33.96 21.59 4.49 2.97 aays 56.37 036 aayey 15.94 aayey aayey Clayey 10.0 -0.85 34.12 19.89 4.22 2.99 aan 57.51 0.56 aayey 14.49 aayey aayey Clayey 10.0 -0.85 34.28 20.09 3.53 2.93 Sill Mixtures: clayey silt to silty clay 54.19 0.56 aayey 14.59 aayey aayey Clayey 10.0 -0.82 34.45 19.79 3.59 2.95 Silt Mixtures: clayey silt to silly clay 54.95 0.56 aayey 14.28 aayey aayey Clayey 10.0 -0.76 34.61 19.59 3.98 2.98 aan 57.18 0.56 aayey 14.06 aayey aayey Clayey 10.0 -0.76 34.78 21.89 4.11 2.95 SIt Mixtures: clayey silt to silly clay 54.92 0.56 aayey 15.84 aayey aayey Clayey 10.0 -0.76 34.94 21.99 4.18 2.95 aays aayey 15.85 aayey a.yey Clayey 10.055.21 0.56 ALBUS-KEEFE & ASSOCIATES, INC. aayey aayey aayey aayey aayey aayey aayey aayey aayey aiyey aayey aayey aayey aayey aaye, aayey aayey aayey aayey aayey aayey aiyey aim aayey a.yey a@yey aiyey a,yey aayey aayey a.yey aayey aayey aayey aâ€¢yey aayey aayey aayey aayey a,yey aayey aiyey aavey aayey aayey aiyey aayey e C-14 5 of 7 21.4 21.6 22.4 27.9 29.9 25.4 32.3 40.9 43.5 36.1 39.8 56.1 69.5 76.5 71.8 66.9 65.9 62.1 52.1 56.9 152.7 142.4 111.6 100.4 90.9 84.8 84.5 79.4 60.9 41 39.1 45.5 73.4 120.8 177.9 224.6 244.4 241.7 222.8 192.2 159.6 134.9 179.3 271.8 292.3 290.4 290.2 10.7 0.93 -0.76 35.10 21.39 4.35 2.97 aays 56.74 0.56 Clayey 15 30 Clayey aayey Clayey 10.0 aayey 10.75 0.97 4.72 35.27 21.59 4.49 2.98 aays 57.20 0.56 aayey 15.40 aayey aayey Clayey 10.0 a,yey 10.8 1.14 -0.67 35.43 22.39 5.09 3.00 aays 58.70 0.56 aayey 15.96 aayey aayey Clayey 10.0 aayey 10.85 1.33 -0.65 35.60 27.89 4.77 2.90 Silt Mixtures: clayey silt to silty clay 52.11 0.56 aayey 20.21 aayey aayey Clayey 10.0 aayey 10.9 1.22 4.57 35.76 29.89 4.08 2.83 Silt Mixtures: dam silt to silty Clay 47.90 0.56 aiyey 2169 aayey aayey Clayey 10.0 aayey 10.95 1.3 -0.57 35.93 25.39 5.12 2.96 aays 55.88 0.56 a.yey 18.10 aayey aayey Clayey 10.0 aayey 11 1.72 -0.48 36.09 32.29 5.33 2.88 Silt Mixtures: clayey silt to silty clay 51.05 0.56 aayey 23.38 Clayey aayey Clayey 10.0 aayey 11.05 2.2 -0.48 36.25 40.89 5.38 2.81 Silt Mixtures: clayey silt to silly clay 46.34 O.S6 Clayey 29.93 aayey a.yey Clayey 10.0 a.yey 11.1 2.09 -0.48 36.42 43.49 4.80 2.75 Silt Mixtures: clayey silt to silty clay 43.27 0 56 aayey 31.82 aayey a.yey Clayey 10.0 aayey 11.15 1.85 -0.48 36.S8 36.09 5.12 2.84 Silt Mixtures: clayey silt to silty clay 48.19 0.54 aayey 2602 aavey aayey Clayey 10.0 aayey 11.2 1.83 -0.39 36.75 39 80 4.60 2.71 Silt Mixtures: clayeÂ¥ silt to silty clay 44.39 0.54 aayey 28.75 aayey a.yey Clayey 10.0 a,yey 11.25 2.7 -0.38 36.91 56.10 4.81 2.67 Silt Mixtures: clayey filt to silty clay 38.92 O.S4 Cliyey 41.05 a.yey aayey Clayey 10.0 aayey 11.3 3.26 -0.2 37.07 69.50 4.69 2.55 Sand Mixtures: silty sand to sandy silt 33.14 0.54 3.05 58.87 179.80 1.00 1.9 1.9 Non-Uqueflable 11.35 4.05 -0.41 37.24 76.50 5.29 2.61 Silt Mixtures: clayey silt to silty clay 35.63 0.54 aayey 56.18 aayey aayey Clayey 10.0 aiyey 11.4 4.48 -0.68 37.40 71.79 6.24 2.68 Silt Mixtures: clayey silt to silty clay 39.38 O.S4 aayey 52.43 aiyey Clayey Clayey 10.0 a.yey 11.45 4.55 -0.83 37.57 66.89 6.80 2.73 Silt Mixtures: clayey silt to silly clay 42.10 0.54 aayey 48.55 aayey aayey Clayey 10.0 aayey 11.5 4.38 -0.95 37.73 65 89 6.65 2.73 Sit Mixtures: clayey silt to silry clay 4200 0.54 aayey 47.62 aayey aiyey Clayey 10.0 aayey 11.55 4.05 -0.95 37.89 62.09 6.52 2.74 S,lt Mixtures: clayey silt to silry clay 42.73 0.54 aayey 44.62 aayey aayey Clayey 10.0 aayey 11.6 3.18 -0.9 38.06 52.09 6.10 2.78 Silt Mixture5: clayey silt to silty clay 44.73 0.54 aayey 37.02 aayey a.yey Clayey 10.0 aayey 11.65 4.32 -0.87 38.22 56.89 7.S9 2 82 Silt Mixtures: clayey silt to silly clay 47.22 0.54 aayey 40.44 aayey aayey Clayey 10.0 aayey 11.7 5.63 -0.61 38.39 15269 3.69 2.25 Sand Mixtures: silty sand to sandy litt 20.83 0.54 1.81 127.53 230.S2 1.00 1.9 1.9 Non-Uqueflable 11.75 5.41 -0.48 38.55 142.39 3.80 2.28 Sand Mixtures: silty sand to sandy "It 21.89 0.54 1.90 118.72 225.00 100 1.9 1.9 Non-Liqueflable 11.8 4.07 -0.87 38.71 111.59 3.65 2.34 Sand Mixtures:silly sand to sandy silt 23.94 0.54 2.08 9288 192.74 1.00 1.9 1.9 Non-Liqueflable 11.85 3.59 -1.55 38.88 100.38 3.58 2.36 Sand Mixtures: silty sand to sandy silt 24.89 0.54 2.16 83.41 180.SS 1.00 1.9 1.9 Non-liquefiable 11.9 3.85 -3.3 39.04 90.86 4.24 2.45 Sand Mixtures: silty sand to sandy s,lt 28.39 0.54 2.S2 75.39 189.71 100 1.9 1.9 Non-Liqueflable 11.95 4.51 -4.48 39.21 84.75 5.32 2.54 Sand Mixtures: slity sand to sandy silt 32.67 0.54 3.00 70 21 210.54 1.00 1.9 1.9 Non-Liquefiable 12 5.23 -4.61 39.37 84.45 6.19 2.64 SIt Mixtures: clayey silt to s,Ity clay 37.39 0.54 aayey 59.37 aayey aayey Clayey 10.0 aayey 12.05 5 -4.6 39.53 79.35 6.30 2.67 Silt Mixtures: clayey silt to lilty clay 38.68 O.S4 aayey 55.49 aayey aayey Clayey 10.0 aayer 12.1 3.45 -4.56 39.70 60.85 S.67 2.72 Silt Mixtures: clayey silt to silly clay 41.27 0.54 aayey 42.01 aayey aayey Clayey 10.0 aayey 12.15 2.58 -4.59 39.86 40.95 6.29 2.88 Silt Mixtures: clayey silt to silty clay 50.79 0.54 aayey 2762 aayey aayey Clayey 10.0 aayey 12.2 2.68 -4.52 40.03 39.05 6.85 2.92 Silt Mixtures: clayey silt to silly clay 53.54 0.54 aayey 26.17 aayey aiyey Clayey 10.0 aayey 12.25 3.03 -4.52 40.19 4545 6 66 2.87 Silt Mixtures: clayey silt to silty clay 4985 0.54 a.yey 30.62 aayey aayey Clayey 10.0 aayey 12.3 3.52 -4.44 40.35 73.35 4.80 2.61 Silt Mixture: clayey silt to silly clay 35.70 0.54 aiyey 50.28 aayey aayey Clayey 10.0 aayey 12.35 4.13 -4.42 40.52 120.75 3.42 2.30 Sand Mixtures: silty sand to sandy sin 22.48 0.54 1.95 98.68 191.96 100 1.9 1.9 Non-Liquefiable 12.4 4.6 -4.42 40.68 177.85 2.59 2.10 Sand Mixtures: silty sand to sandy silt 15.72 0.54 1.45 145.08 210.23 100 1.9 1.9 Non-Uquefiable 12.45 4.7 -4.42 40.85 224.SS 2.09 1.96 Sands: clean to silty 11.93 0.54 1.25 182.86 229.08 1.00 1.9 1.9 Non-liquefiable 12.5 4.57 -4.44 41.01 244.35 1.87 1.90 Sands: clean to silty 10.41 0.54 1.19 198 65 236.26 100 1.9 1.9 Non-Liquefiable 12.55 4.42 -4.52 41.17 241.65 1.83 1.90 Sands: clean to silty 10.31 0.54 1.19 196.13 232.51 100 1.9 1.9 Non-liquefiable 12.6 4 -4.6 41.34 22275 180 1.91 Sands: clean to silty 10.71 0.54 1.20 180.50 216.86 1.00 1.9 1.9 Non-L,quefiable 12.65 3.86 -4.68 41.50 192.15 2.01 1.99 Sands: clean to silty 12.75 0.54 1.29 155.45 200.61 1.00 1.9 1.9 Non-liquefiable 12.7 4.93 4.7 41.67 159.55 309 2.19 Sandi Mixtures: silty sand to sandy silt 18.66 0.54 1.64 128.87 211.69 1.00 1.9 1.9 Non-Liquefiable 12.75 5.07 -4.52 41.83 134.85 3.76 2.30 Sand Mixtures: silly sand to sandy silt 22.65 0.54 1.96 108.75 213.18 1.00 1.9 1.9 Non-Liquefiabte 12.8 4.83 -4.46 41.99 179.25 2.69 2.11 Sand Mixtures: silly sand to wndy silt 16.18 0.54 1.48 144.31 213.23 1.00 1.9 1.9 Non-Liqueflable 12.85 4.66 -4.26 42.16 271.75 171 1 85 Sands: clean to silty 9.11 0.54 1.14 218.41 249.25 1.00 1.9 1.9 Non-liquefiable 12.9 4.13 -4.23 42.32 292.25 1.41 1.76 Sands: clean to s lity 7.29 0.54 1.08 234.50 252.88 1.00 1.9 1.9 Non-liqueflable 12.95 4.59 -4.33 4249 290.35 1.58 1.80 Sands: clean to silty 8.13 0.54 1.11 232 61 257.48 100 1.9 1.9 Non-Liquefiable 13 5.39 4.26 42.65 290.15 1.86 1.86 Sands: clean to silty 9.38 0.54 1.15 232.07 267.05 1.00 1.9 1.9 Non-liquefiable Plate C-14 ALBUS-KEEFE & ASSOCIATES, INC.6 of 7 13.05 5.68 -4.33 42.81 283.25 2.00 1.89 Sands: clean to lilty 10.16 0.54 1.18 226.19 266.87 1.00 1.9 1.9 Non-Liqueflable 13.1 5.4 -4.33 42.98 282.45 1.91 1.87 Sands: clean to silty 9.79 0.54 1.17 225.20 262.57 1.00 1.9 1.9 Non-Liquefiable 13.15 4.59 -4.33 43.14 309.15 1.48 1.76 Sands. clean to stir,7.36 0.54 1.08 246.09 266.02 1.00 1.9 1.9 Non-L,quefiable 13.2 3.67 4.34 43.31 338.35 108 1.63 Sands: clean to $ilty 4.91 0.54 1.00 26891 268.91 1.00 1.9 1.9 Non-Liquefiable 13.25 ,3.35 -4.47 43.47 358.35 0.93 1.57 Sands: clean to silty 3.85 0.54 1.00 284.35 284.35 1.00 1.9 1.9 Non-Uquefiable 13.3 3.29 -4.52 43.64 355.55 0.93 1.57 Sandi: clean to silty 3.83 O.S4 1.00 281.69 281.69 1.00 1.9 1.9 Non-Uquefiable 13.35 2.89 -4.52 43.80 352.25 0.82 1.53 Sands: clean to silty 3.29 0.52 1.00 278.63 278.63 1.00 1.9 1.9 Non-LIqueflable 13.4 2.26 -4.52 43.96 355.45 0.64 1.45 Sands: clean to silty 213 0.52 1.00 280.73 280.73 1.00 1.9 1.9 Non-Liqueflable 13.45 1.82 -4.52 44.13 344.35 0.53 1.40 Sands: cleantoillty 1.56 0.52 1.00 271.54 271.54 1.00 1.9 1.9 Non-Liquefiable 13.5 1.7 -4.42 44.29 320.45 0.53 1.43 Sands: clean to silty 1.87 0.52 1.00 252.30 252.30 100 1.9 1.9 Non-Liquefiable 13.55 1.6 -4.42 44.46 298.85 0.54 1.45 Sands: clean to silty 2.21 0.52 1.00 234.94 234.94 100 1.9 1.9 Non-liqueflable 13.6 1.61 -4.34 44.62 270.85 0.59 1.52 Sands: clean to slip,3.08 0.52 1.00 212.60 212.60 100 1.9 1.9 Non-liquefiable 13.65 1.89 -4.1 44.78 263.26 0.72 1.58 Sands: clean to silty 4.07 0.52 1.00 206.32 206.32 1.00 1.9 1.9 Non-liqueflable 13.7 2.52 -4.02 44.95 259.76 0.97 1.68 Sands: clean to silly 5.72 0.52 1.02 203.26 207.99 1.00 1.9 1.9 Non-liquefiable 13.75 2.82 -3.95 45.11 246.26 1.14 1.75 Sands: clean to silty 7.04 0.52 1.07 192.41 205.85 1.00 1.9 1.9 Non-Liquefiable 13.8 '3.26 -4.05 45.28 217.66 1.50 1.87 Sands: clean to silty 9.70 0.52 1.16 169.81 197.41 1.00 1.9 1.9 Non-Liquefiable 13.85 3.66 -4.05 4544 199.26 1.84 1.96 SandsÂ· clean to silty 11.99 0.52 1.26 155.22 194.85 1.00 1.9 1.9 Non-liqueflable 13.9 4.23 -4.05 45 60 196.96 2.15 2.02 Sands: clean to sitty 13.48 0.52 1.33 153.20 203.15 1.00 1.9 1.9 Non-liqueflable 13.95 5.06 -4.05 45.77 188.36 2.69 2.11 Sand Mixtures: silty sand to sandy sitt 16.05 0.52 1.47 146.29 214.92 1.00 1.9 1.9 Non-Uqueflable 14 4.85 -4.13 45.93 174.36 2.78 2.14 Sand Mixtures: sitty $and to Iandy $111 17.09 O.S2 1.53 135.21 207.52 1.00 1.9 1.9 Non-liquefiable 14.05 4.38 -4.3 46.10 134.05 3.27 2.27 Sand Mixtures: silry sand to sandy silt 2142 0.52 1.86 103.81 192.61 1.00 1.9 1.9 Non-liquefiable 14.1 '3.94 -4.42 46.26 114.65 3.44 2.33 Sand MixturesÂ· silty sand to sandy sitt 23.72 0.52 2.06 88.66 182.25 1.00 1.9 1.9 Non-Uquefiable 14.15 3.72 4.47 46.42 117.45 3.17 2.30 Sand Mixtures: sitty sand to sandy silt 22.47 052 1.94 90.69 176.33 1.00 1.9 1.9 Non-Liquefiable 14.2 3.13 -4.6 46.59 104.85 2.98 2.31 Sand Mixtures: silty sand to,andy silt 23.03 0.52 1.99 80.84 161.15 1.00 1.9 1.9 Non-Uquefiable 14.25 2.73 A.7 46.75 7065 3.86 2.52 Sand Mixtures: silty sand to landy,ilt 31.46 0.52 2.86 54.41 155.43 0.62 1.2 1.2 Liqueflable 14.3 1.99 -4.7 46.92 43.75 4.S4 2.81 Silt Midures: clayey silt to silly clay 46.45 0.52 aayey 25.60 a.yey aayey Clayey 10.0 aayey 14.35 1.52 -4.7 47.08 31.95 4.75 2.94 Silt Mixtures: clayey silt to silty clay 54.47 0.52 aayey 18 17 aayey aayey Clayey 10.0 aayey 14.4 1.07 -4.7 47.24 28.95 3.69 2.91 Silt Mixtures. clayey silt to silly clay 52.52 0.52 Clayey 16.25 aayey aayey Clayey 10.0 aavey 14.45 0.93 4.7 47.41 26.75 3.47 2.93 S,lt Mixtures: clayey silt to silly clay 53.59 0.52 aayey 14.83 aayey Clayey Clayey 10.0 aayey 14.5 0.78 -4.66 47.57 25.55 3.05 2.91 Sllt Mixtures: clayey silt to silty clay 52.70 0.52 aayey 14.04 aayey aayey Clayey 10.0 aayey 14.55 0.74 -4.61 47.74 24.65 300 2.92 Silt Mixtures: clayey silt to silty clay 53.46 0.52 aayey 13.44 aayey aayey Clayey 10.0 a,yey 14.6 0.69 4.23 47.90 24.65 2.79 2.91 Silt Mixtures: clayey silt to litty clay 52.40 0.52 aayey 13.40 a.yey aayey Clayey 10.0 aayey 14.65 0.66 -4.17 48 06 23.85 2.76 2.92 Silt Mixtures: ctayey silt to slity clay 53.19 0.52 aayey 12.86 aayey aayey Clayey 10.0 aayey 14.7 0.65 -4.14 48.23 22.76 2.85 2.95 Silt Mixtures: clayey Silt to silty clay 55.12 0.52 aayey 12.15 aavey aayey Clayey 10.0 aayey 14.75 0.65 -4.09 48.39 21.56 3.01 2.99 aays 57.69 O.S2 aayey 11.38 aayey aayey Clayey 10.0 aayey 14.8 0.63 -4.05 48.56 21.06 2.99 3.00 0@ys 58.34 0.52 aayey 1104 aayey aayey Clayey 10.0 a.yey 14.85 0.63 -4.05 48.72 20.96 300 3.00 a.vs 58.66 0.52 aayey 10.94 aayey aayey Clayey 10.0 aayey 14.9 0.63 -3.95 48.88 22.26 2.83 2.96 aars 55.95 O.S2 aayey 11.68 aiyey aavey Clayey 10.0 aayey 14.95 0.66 -3.95 49.05 21.46 3.07 3.00 aays 58.52 0.52 aayey 11.16 aiyey a.yey Clayey 10.0 aiyey 15 0.67 -3.86 49.21 19.66 3.40 3.07 aays 63.17 0.52 Clayey 10.05 aayey aayey Clayey 10.0 15.05 0.61 -3.86 49.38 20.06 3.03 3.03 a.ys 60.58 0.52 aayey 10.25 aiyey Clayey Clayey 10.0 15.1 0.62 -3.77 49.54 17.16 3.60 3.15 aays 69.08 0.50 aayey 8.49 aayey aayey Clayey 10.0 15.15 0.5 -3.8 49.70 13.26 3.76 3.29 aays 80.23 0.so aayey 6.14 aavey aayey Clayey 10.0 15.2 0.4 -3.76 49.87 11.26 3.54 3.37 aays 86.74 O.So aayey 4.93 aayey aayey Clayey 10.0 15.25 0.34 -3.68 50 03 9.36 3.62 3.49 aays 97.54 0.50 aayey 3.78 aayey aayey Clayey 10.0 283.2 282.E 309.2 338.4 358.4 355.6 352.2 355.E 344.4 320.5 298.5 270.5 263.3 259.E 246.2 217.7 199.3 197 188.4 174.4 134.1 114.7 117.5 104.9 70.7 43.8 32 29 26.8 25.6 24.7 24.7 23.9 22.8 21.6 21.1 21 22.3 21.5 19.7 20.1 17.2 13.3 11.3 9.4 ALBUS-KEEFE & ASSOCIATES, INC. aayey a,yey aayey aayey aayey aayey 7 of 7 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT C PT- 1 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IYPercent (2) 6, TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) 8. Top Bottom 0.16 0.33 0.16 67 5.6 6.2 NA 0.00 0.38 0.00 NA NA 0 0.33 0.49 0.16 49 6.0 6.6 NA 0.00 0.38 NA NA NA 0 0.49 0.66 0.16 41 6.3 6.9 NA 0.00 0.38 NA NA NA 0 0.66 0.82 0.16 40 6.9 7.6 NA 0.00 0.38 NA NA NA 0 0.82 0.98 0.16 23 10.0 11.0 NA 0.00 0.38 NA NA NA 0 0.98 1.15 0.16 16 15.8 17.4 NA 0.00 0.38 NA NA NA 0 1.15 1.31 0.16 21 16.5 18.2 NA 0.00 0.38 NA NA NA 0 1.31 1.48 0.16 17 17.8 19.6 NA 0.00 0.38 NA NA NA 0 1.48 1.64 0.16 17 17.1 18.8 NA 0.00 0.38 NA NA NA 0 1.64 1.80 0.16 26 14.9 16.4 NA 0.00 0.38 NA NA NA 0 1.80 1.97 0.16 35 12.4 13.6 NA 0.00 0.38 NA NA NA 0 1.97 2.13 0.16 41 10.5 11.6 NA 0.00 0.38 NA NA NA 0 2.13 2.30 0.16 43 9.9 10.9 NA 0.00 0.38 NA NA NA 0 2.30 2.46 0.16 40 10.3 11.3 NA 0.00 0.38 NA NA NA 0 2.46 2.62 0.16 39 10.5 11.6 NA 0.00 0.38 NA NA NA 0 2.62 2.79 0.16 41 10.4 11.4 NA 0.00 0.38 NA NA NA 0 2.79 2.95 0.16 42 10.2 11.2 NA 0.00 0.38 NA NA NA 0 2.95 3.12 0.16 41 10.5 11.6 NA 0.00 0.38 NA NA NA 0 3.12 3.28 0.16 41 10.6 11.7 NA 0.00 0.38 NA NA NA 0 3.28 3.44 0.16 41 10.5 11.6 NA 0.00 0.38 NA NA NA 0 3.44 3.61 0.16 38 11.0 12.1 NA 0.00 0.38 NA NA NA 0 3.61 3.77 0.16 40 10.9 12.0 NA 0.00 0.38 NA NA NA 0 3.77 3.94 0.16 45 10.0 11.0 NA 0.00 0.38 NA NA NA 0 3.94 4.10 0.16 39 10.9 12.0 NA 0.00 0.38 NA NA NA 0 4.10 4.27 0.16 36 11.1 12.2 NA 0.00 0.38 NA NA NA 0 4.27 4.43 0.16 41 10.2 11.2 NA 0.00 0.38 NA NA NA 0 4.43 4.59 0.16 42 9.7 10.7 NA 0.00 0.38 NA NA NA 0 4.59 4.76 0.16 41 9.7 10.7 NA 0.00 0.38 NA NA NA 0 4.76 4.92 0.16 42 9.3 10.2 NA 0.00 0.38 NA NA NA 0 4.92 5.09 0.16 41 9.3 10.2 NA 0.00 0.36 NA NA NA 0 5.09 5.25 0.16 40 9.2 10.1 NA 0.00 0.36 NA NA NA 0 5.25 5.41 0.16 45 8.5 9.4 NA 0.00 0.36 NA NA NA 0 5.41 5.58 0.16 45 8.2 9.0 NA 0.00 0.36 NA NA NA 0 5.58 5.74 0.16 36 8.1 8.9 NA 0.00 0.36 NA NA NA 0 5.74 5.91 0.16 42 8.6 9.5 NA 0.00 0.36 NA NA NA 0 5.91 6.07 0.16 42 8.5 9.4 NA 0.00 0.36 NA NA NA 0 6.07 6.23 0.16 37 8.0 8.8 NA 0.00 0.36 NA NA NA 0 6.23 6.40 0.16 37 8.0 8.8 NA 0.00 0.36 NA NA NA 0 6.40 6.56 0.16 41 8.6 9.5 NA 0.00 0.36 NA NA NA 0 6.56 6.73 0.16 37 9.4 10.3 NA 6.73 6.89 0.16 35 9.9 10.9 NA 6.89 7.05 0.16 35 10.1 11.1 NA 7.05 7.22 0.16 36 10.0 11.0 NA 7.22 7.38 0.16 35 10.2 11.2 NA 7.38 7.55 0.16 33 10.4 11.4 NA 7.55 7.71 0.16 31 11.2 12.3 NA 7.71 7.87 0.16 31 11.8 13.0 NA 7.87 8.04 0.16 31 12.2 13.4 NA 8.04 8.20 0.16 29 12.0 13.2 1.0 8.20 8.37 0.16 27 12.1 13.3 0.9 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.00 0.36 NA NA NA 0 0.99 0.36 2.25 0.02 0.04 0.03 1.60 0.38 2.24 0.03 0.04 0.04 Plate C-15 Albus-Keefe & Associates, Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Nt).,S (N,)560<" FS IY Percent 0 E. TS CSR*Percent IY 6 (in.) TS 6 (in.) AveS (in.) (3) 3/ele (70) Top Bottom 8.37 8.53 0.16 27 13.0 14.3 1.0 1.24 0.38 2.15 0.02 0.04 0.03 8.53 8.69 0.16 29 13.3 14.6 1.2 0.51 0.38 2.12 0.01 0.04 0.03 8.69 8.86 0.16 29 14.0 15.4 NA 0.00 0.38 8.86 9.02 0.16 31 13.9 15.3 NA 0.00 0.38 9.02 9.19 0.16 34 13.0 14.3 NA 0.00 0.38 9.19 9.35 0.16 36 11.5 12.7 NA 0.00 0.40 9.35 9.51 0.16 37 10.4 11.4 NA 0.00 0.40 9.51 9.68 0.16 42 9.2 10.1 NA 0.00 0.40 9.68 9.84 0.16 49 8.0 8.8 NA 0.00 0.40 9.84 10.01 0.16 49 7.8 8.6 NA 0.00 0.40 10.01 10.17 0.16 46 8.1 8.9 NA 0.00 0.40 10.17 10.33 0.16 49 7.9 8.7 NA 0.00 0.42 10.33 10.50 0.16 52 7.5 8.3 NA 0.00 0.42 10.50 10.66 0.16 55 7.3 8.0 NA 0.00 0.42 10.66 10.83 0.16 56 7.2 7.9 NA 0.00 0.42 10.83 10.99 0.16 59 6.9 7.6 NA 0.00 0.42 10.99 11.15 0.16 55 7.0 70 NA 0.00 0.42 11.15 11.32 0.16 52 7.2 7.9 NA 0.00 0.42 11.32 11.48 0.16 51 7.3 8.0 NA 0.00 0.42 11.48 11.65 0.16 48 7.5 8.3 NA 0.00 0.44 11.65 11.81 0.16 52 7.4 8.1 NA 0.00 0.44 11.81 11.98 0.16 55 7.2 7.9 NA 0.00 0.44 11.98 12.14 0.16 53 7.3 8.0 NA 0.00 0.44 12.14 12.30 0.16 58 7.0 77 NA 0.00 0.44 12.30 12.47 0.16 58 7.0 77 NA 0.00 0.44 12.47 12.63 0.16 57 7.0 77 NA 0.00 0.44 12.63 12.80 0.16 58 7.0 77 NA 0.00 0.44 12.80 12.96 0.16 61 6.8 7.5 NA 0.00 0.44 12.96 13.12 0.16 63 6.7 7.4 NA 0.00 0.46 13.12 13.29 0.16 65 6.6 7.3 NA 0.00 0.46 13.29 13.45 0.16 65 6.6 7.3 NA 0.00 0.46 13.45 13.62 0.16 66 6.6 7.3 NA 0.00 0.46 13.62 13.78 0.16 64 6.6 7.3 NA 0.00 0.46 13.78 13.94 0.16 65 6.6 7.3 NA 0.00 0.46 13.94 14.11 0.16 64 6.6 7.3 NA 0.00 0.46 14.11 14.27 0.16 64 6.6 7.3 NA 0.00 0.46 14.27 14.44 0.16 60 6.7 7.4 NA 0.00 0.46 14.44 14.60 0.16 62 6.7 7.4 NA 0.00 0.46 14.60 14.76 0.16 63 6.8 7.5 NA 0.00 0.48 14.76 14.93 0.16 61 6.8 7.5 NA 0.00 0.48 14.93 15.09 0.16 61 6.8 7.5 NA 0.00 0.48 15.09 15.26 0.16 60 6.8 7.5 NA 0.00 0.48 15.26 15.42 0.16 62 6.8 7.5 NA 0.00 0.48 15.42 15.58 0.16 64 6.7 7.4 NA 0.00 0.48 15.58 15.75 0.16 66 6.7 7.4 NA 0.00 0.48 15.75 15.91 0.16 63 6.8 7.5 NA 0.00 0.48 15.91 16.08 0.16 63 6.9 7.6 NA 0.00 0.48 16.08 16.24 0.16 66 6.8 7.5 NA 0.00 0.48 16.24 16.40 0.16 68 6.6 7.3 NA 0.00 0.48 16.40 16.57 0.16 68 6.6 7.3 NA 0.00 0.48 16.57 16.73 0.16 70 6.6 7.3 NA 0.00 0.50 16.73 16.90 0.16 67 6.7 7.4 NA 0.00 0.50 16.90 17.06 0.16 59 7.0 77 NA 0.00 0.50 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 17.06 17.22 0.16 60 7.2 7.9 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 59 7.2 7.9 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 60 7.2 7.9 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 61 7.2 7.9 NA 0.00 0.50 NA NA NA 0 Plate C-15 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines IY Percent <#200 FS Q ElSieve (%) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. Top Bottom 17.72 17.88 0.16 60 7.2 7.9 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 60 7.2 7.9 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 57 7.3 8.0 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 52 7.5 8.3 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 52 7.5 8.3 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 52 7.5 8.3 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 49 7.8 8.6 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 50 7.9 8.7 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 47 8.1 8.9 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 48 8.1 8.9 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 49 8.0 8.8 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 46 8.2 9.0 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 45 8.4 9.2 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 46 8.4 9.2 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 48 8.2 9.0 NA 0.00 0.52 NA NA NA C 20.18 20.34 0.16 50 8.1 8.9 NA 0.00 0.52 NA NA NA C 20.34 20.51 0.16 52 8.0 8.8 NA 0.00 0.52 NA NA NA C 20.51 20.67 0.16 53 8.2 9.0 NA 0.00 0.52 NA NA NA C 20.67 20.83 0.16 53 8.1 8.9 NA 0.00 0.52 NA NA NA C 20.83 21.00 0.16 55 8.2 9.0 NA 0.00 0.52 NA NA NA C 21.00 21.16 0.16 55 8.2 9.0 NA 0.00 0.52 NA NA NA C 21.16 21.33 0.16 49 8.2 9.0 NA 0.00 0.52 NA NA NA C 21.33 21.49 0.16 46 8.4 9.2 NA 0.00 0.52 NA NA NA C 21.49 21.65 0.16 51 8.0 8.8 NA 0.00 0.52 NA NA NA C 21.65 21.82 0.16 55 7.4 8.1 NA 0.00 0.52 NA NA NA 21.82 21.98 0.16 55 6.9 7.6 NA 0.00 0.52 NA NA NA 21.98 22.15 0.16 47 6.8 7.5 NA 0.00 0.52 NA NA NA 0 22.15 22.31 0.16 48 6.7 7.4 NA 0.00 0.52 NA NA NA 0 22.31 22.47 0.16 51 6.7 7.4 NA 0.00 0.54 NA NA NA 0 22.47 22.64 0.16 63 6.7 7.4 NA 0.00 0.54 NA NA NA 0 22.64 22.80 0.16 67 6.8 7.5 NA 0.00 0.54 NA NA NA 0 22.80 22.97 0.16 71 6.7 7.4 NA 0.00 0.54 NA NA NA 0 22.97 23.13 0.16 75 6.6 7.3 NA 0.00 0.54 NA NA NA 0 23.13 23.29 0.16 76 6.6 7.3 NA 0.00 0.54 NA NA NA 0 23.29 23.46 0.16 64 6.7 7.4 NA 0.00 0.54 NA NA NA 0 23.46 23.62 0.16 72 6.6 7.3 NA 0.00 0.54 NA NA NA 0 23.62 23.79 0.16 67 6.9 7.6 NA 0.00 0.54 NA NA NA 0 23.79 23.95 0.16 49 7.8 8.6 NA 0.00 0.54 NA NA NA 0 23.95 24.11 0.16 47 8.2 9.0 NA 0.00 0.54 NA NA NA 0 24.11 24.28 0.16 53 8.1 8.9 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 55 8.1 8.9 NA 0.00 0.54 NA NA NA 0 24.44 24.61 0.16 58 7.9 8.7 NA 0.00 0.54 NA NA NA 0 24.61 24.77 0.16 65 7.S 8.3 NA 0.00 0.54 NA NA NA 0 24.77 24.93 0.16 67 7.3 8.0 NA 0.00 0.54 NA NA NA 0 24.93 25.10 0.16 71 7.0 77 NA 0.00 0.54 NA NA NA 0 25.10 25.26 0.16 70 6.9 7.6 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 74 6.7 7.4 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 69 6.7 7.4 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 57 7.4 8.1 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 58 7.9 8.7 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 51 9.3 10.2 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 44 10.5 11.6 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 50 9.6 10.6 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 56 8.6 9.5 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 60 8.2 9.0 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 53 9.1 10.0 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 52 8.7 9.6 NA 0.00 0.56 NA NA NA 0 Plate C-15 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer- thickness (ft) Fines <#200 (Nt).... (N,)55<.m FS IY Percent (2) TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) ileve F>'01 Top Bottom 27.07 27.23 0.16 67 7.5 8.3 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 70 6.9 7.6 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 54 8.1 8.9 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 52 8.5 9.4 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 58 8.4 9.2 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 68 7.5 8.3 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 70 6.9 7.6 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 63 6.7 7.4 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 61 6.8 7.5 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 56 7.0 77 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 57 7.4 8.1 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 49 8.6 9.5 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 47 9.6 10.6 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 47 10.4 11.4 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 41 12.4 13.6 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 38 15.0 16.5 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 42 14.5 16.0 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 33 15.4 16.9 0.7 2.57 0.56 1.94 0.05 0.04 0.04 30.02 30.18 0.16 28 16.1 17.7 0.6 2.47 0.56 1.89 0.05 0.04 0.04 30.18 30.35 0.16 37 13.6 15.0 NA 0.00 0.56 NA NA NA 0 1 30.35 30.51 0.16 47 11.0 12.1 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 26 12.7 14.0 0.3 2.21 0.56 2.18 0.04 0.04 0.04 30.68 30.84 0.16 12 15.4 16.9 0.3 2.57 0.56 1.94 0.05 0.04 0.04 30.84 31.00 0.16 10 21.4 23.5 0.5 1.92 0.56 1.59 0.04 0.03 0.03 31.00 31.17 0.16 19 22.3 24.5 0.8 1.26 0.56 1.55 0.02 0.03 0.03 31.17 31.33 0.16 38 15.6 17.2 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 42 11.5 12.7 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 33 12.3 13.5 0.4 2.32 0.56 2.22 0.05 0.04 0.04 31.66 31.82 0.16 31 13.9 15.3 0.5 2.77 0.56 2.06 0.05 0.04 0.05 31.82 31.99 0.16 36 14.4 15.8 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 36 14.1 15.5 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 36 14.1 15.5 NA 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 36 14.0 15.4 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 41 13.2 14.5 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 44 12.6 13.9 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 42 12.4 13.6 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 45 12.1 13.3 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 44 12.9 14.2 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 39 16.6 18.3 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 31 19.0 20.9 1.1 0.57 0.56 1.71 0.01 0.03 0.02 33.63 33.79 0.16 37 17.6 19.4 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 32 18.9 20.8 1.2 0.39 0.56 1.71 0.01 0.03 0.02 33.96 34.12 0.16 32 19.8 21.8 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 29 20.0 22.0 1.1 0.54 0.56 1.66 0.01 0.03 0.02 34.28 34.45 0.16 31 21.5 23.7 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 32 22.9 25.2 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 41 18.8 20.7 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 48 14.6 16.1 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 50 12.3 13.5 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 51 10.5 11.6 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 47 10.5 11.6 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 44 11.2 12.3 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 60 10.2 11.2 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 43 13.8 15.2 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 37 15.6 17.2 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 44 14.2 15.6 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 27 19.2 21.1 0.8 1.70 0.56 1.70 0.03 0.03 0.03 Plate C-15 Albus-Keefe & Associates, inc.4 of 6 Depth IntenÂ·al (ft)Soil layer thickness (ft) Fines <#200 (Nt)... (N,)33.,11" FS IY Percenl (2) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bleVe (701 4 Top Bottom 36.42 36.58 0.16 20 24.3 26.7 0.9 0.80 0.56 1.47 0.02 0.03 0.02 36.58 36.75 0.16 15 29.1 32.0 1.2 0.23 0.54 1.32 0.00 0.03 0.02 36.75 36.91 0.16 12 32.7 36.0 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 10 34.7 38.2 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 11 34.7 38.2 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 13 32.9 36.2 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 13 31.6 34.8 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 11 30.0 33.0 1.0 0.33 0.54 1.30 0.01 0.03 0.02 37.73 37.89 0.16 7 29.6 32.6 0.8 0.62 0.54 1.31 0.01 0.03 0.02 37.89 38.06 0.16 6 32.0 35.2 0.9 0.27 0.54 1.25 0.01 0.02 0.02 38.06 38.22 0.16 5 34.8 38.3 1.0 0.17 0.54 1.19 0.00 0.02 0.01 38.22 38.39 0.16 5 36.2 39.8 1.2 0.13 0.54 1.16 0.00 0.02 0.01 38.39 38.55 0.16 6 37.3 41.0 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 8 40.1 44.1 NA 0.00 0.54 NA NA NA 0 38.71 38.88 0.16 12 37.4 41.1 NA 0.00 0.54 NA NA NA 0 38.88 39.04 0.16 23 28.6 31.5 NA 0.00 0.54 NA NA NA 0 39.04 39.21 0.16 29 21.9 24.1 NA 0.00 0.54 NA NA NA 0 39.21 39.37 0.16 15 26.8 29.5 0.8 0.84 0.54 1.39 0.02 0.03 0.02 39.37 39.53 0.16 5 41.5 45.7 NA 0.00 0.54 NA NA NA 0 39.53 39.70 0.16 3 51.2 56.3 NA 0.00 0.54 NA NA NA 0 39.70 39.86 0.16 3 55.8 61.4 NA 0.00 0.54 NA NA NA 0 39.86 40.03 0.16 3 59.2 65.1 NA 0.00 0.54 NA NA NA 0 40.03 40.19 0.16 2 59.6 65.6 NA 40.19 40.35 0.16 2 62.2 68.4 NA 40.35 40.52 0.16 2 63.5 69.9 NA 40.52 40.68 0.16 1 63.6 70.0 NA 40.68 40.85 0.16 1 64.1 70.5 NA 40.85 41.01 0.16 1 63.1 69.4 NA 41.01 41.17 0.16 1 67.2 73.9 NA 41.17 41.34 0.16 1 67.7 74.5 NA 41.34 41.50 0.16 1 63.9 70.3 NA 41.50 41.67 0.16 0 64.3 70.7 NA 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA O 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 0 63.9 70.3 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 1 59.5 65.5 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 1 60.6 66.7 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 0 62.1 68.3 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 0 65.0 71.5 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 0 66.2 72.8 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 0 68.3 75.1 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 0 69.3 76.2 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 0 67.9 74.7 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 0 69.2 76.1 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 0 67.9 74.7 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 0 65.0 71.5 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 0 62.6 68.9 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 2 57.3 63.0 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 2 57.1 62.8 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 2 58.0 63.8 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 1 58.6 64.5 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 1 60.0 66.0 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 1 61.7 67.9 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 1 62.7 69.0 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 2 58.9 64.8 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 2 58.5 64.4 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 2 58.2 64.0 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 3 59.1 65.0 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 2 63.2 69.5 NA 0.00 0.52 NA NA NA 0 Plate C-15 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,)... (N,)562" FS Sieve (%) IÂ¥ Percent (1) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) e. Top Bottom 45.77 45.93 0.16 1 74.2 81.6 NA 0.00 0.52 NA NA NA 0 45.93 46.10 0.16 1 77.2 84.9 NA 0.00 0.52 NA NA NA 0 46.10 46.26 0.16 0 77.9 85.7 NA 0.00 0.52 NA NA NA 0 46.26 46.42 0.16 0 75.0 82.5 NA 0.00 0.52 NA NA NA 0 46.42 46.59 0.16 0 95.2 104.7 NA 0.00 0.52 NA NA NA 0 46.59 46.75 0.16 0 98.6 108.5 NA 0.00 0.52 NA NA NA 0 46.75 46.92 0.16 0 76.7 84.4 NA 0.00 0.52 NA NA NA 0 46.92 47.08 0.16 0 72.2 79.4 NA 0.00 0.52 NA NA NA 0 47.08 47.24 0.16 0 71.4 78.5 NA 0.00 0.52 NA NA NA 0 47.24 47.41 0.16 0 87.8 96.6 NA 0.00 0.52 NA NA NA 0 47.41 47.57 0.16 0 69.0 75.9 NA 0.00 0.52 NA NA NA 0 47.57 47.74 0.16 0 89.8 98.8 NA 0.00 0.52 NA NA NA 0 47.74 47.90 0.16 3 54.3 59.7 NA 0.00 0.52 NA NA NA 0 47.90 48.06 0.16 16 28.6 31.5 0.9 0.51 0.52 1.34 0.01 0.03 0.02 48.06 48.23 0.16 36 20.4 22.4 NA 0.00 0.52 NA NA NA 0 48.23 48.39 0.16 48 14.5 16.0 NA 0.00 0.52 NA NA NA 0 48.39 48.56 0.16 52 12.1 13.3 NA 0.00 0.52 NA NA NA 0 48.56 48.72 0.16 53 10.8 11.9 NA 0.00 0.52 NA NA NA 0 48.72 48.88 0.16 54 10.4 11.4 NA 0.00 0.52 NA NA NA 0 48.88 49.05 0.16 56 9.9 10.9 NA 0.00 49.05 49.21 0.16 56 9.9 10.9 NA 0.00 49.21 49.38 0.16 56 9.9 10.9 NA 0.00 49.38 49.54 0.16 54 10.0 11.0 NA 0.00 49.54 49.70 0.16 58 10.0 11.0 NA 0.00 49.70 49.87 0.16 57 10.5 11.6 NA 0.00 49.87 50.03 0.16 54 11.2 12.3 NA 0.00 50.03 50.20 0.16 49 12.0 13.2 NA 0.00 Notes: 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.6 0.8 07 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)*o.s' 1.1 (Sced, 1994). (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N ,)55-Â· (3) Volumetric strnin (Tokimatsuand Seed, 1987) using (N,)6(ks.Average Liquefaction Settlement (in): (4) Volumeteric strain (Seed et al., 2003) using (Ni)600- 0.7 1 Plate C-15 Albus-Keefe & Associates, Inc.6 of 6 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT- 2 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (1) GÂ¥ TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3)El TOP Bottom 0.16 0.33 0.16 68 5.6 6.2 NA 0.33 0.49 0.16 40 6.2 6.8 NA 0.49 0.66 0.16 45 6.4 7.0 NA 0.66 0.82 0.16 41 8.2 9.0 NA 0.82 0.98 0.16 16 15.3 16.8 NA 0.98 1.15 0.16 15 18.8 20.7 NA 1.15 1.31 0.16 18 19.2 21.1 NA 1.31 1.48 0.16 17 17.9 19.7 NA 1.48 1.64 0.16 14 18.9 20.8 NA 1.64 1.80 0.16 19 17.8 19.6 NA 1.80 1.97 0.16 30 15.0 16.5 NA 1.97 2.13 0.16 37 12.9 14.2 NA 2.13 2.30 0.16 39 11.7 12.9 NA 2.30 2.46 0.16 38 12.0 13.2 NA 2.46 2.62 0.16 35 13.4 14.7 NA 2.62 2.79 0.16 33 14.3 15.7 NA 2.79 2.95 0.16 36 14.0 15.4 NA 2.95 3.12 0.16 41 12.6 13.9 NA 3.12 3.28 0.16 41 12.1 13.3 NA 3.28 3.44 0.16 39 12.4 13.6 NA 3.44 3.61 0.16 38 12.4 13.6 NA 3.61 3.77 0.16 41 11.4 12.5 NA 3.77 3.94 0.16 43 10.5 11.6 NA 3.94 4.10 0.16 43 10.3 11.3 NA 4.10 4.27 0.16 44 10.2 11.2 NA 4.27 4.43 0.16 45 9.7 10.7 NA 4.43 4.59 0.16 43 9.7 10.7 NA 4.59 4.76 0.16 43 9.3 10.2 NA 0.00 0.38 0.00 NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 0.00 0.38 NA NA NA 0 4.76 4.92 0.16 44 8.8 9.7 NA 0.00 0.38 NA NA NA 0 4.92 5.09 0.16 43 9.1 10.0 NA 0.00 0.36 NA NA NA 0 5.09 5.25 0.16 36 10.4 11.4 NA 0.00 0.36 NA NA NA 0 5.25 5.41 0.16 35 11.5 12.7 NA 0.00 0.36 NA NA NA 0 5.41 5.58 0.16 34 12.3 13.5 NA 0.00 0.36 NA NA NA 0 5.58 5.74 0.16 31 13.4 14.7 NA 0.00 0.36 NA NA NA 0 5.74 5.91 0.16 32 13.8 15.2 NA 0.00 0.36 NA NA NA 0 5.91 6.07 0.16 32 14.4 15.8 NA 0.00 0.36 NA NA NA 0 6.07 6.23 0.16 32 14.7 16.2 NA 0.00 0.36 NA NA NA 0 6.23 6.40 0.16 31 15.2 16.7 NA 0.00 0.36 NA NA NA 0 6.40 6.56 0.16 28 16.0 17.6 NA 0.00 0.36 NA NA NA 0 6.56 6.73 0.16 26 15.4 16.9 NA 0.00 0.36 NA NA NA 0 6.73 6.89 0.16 27 13.6 15.0 NA 0.00 0.36 NA NA NA 0 6.89 7.05 0.16 27 12.4 13.6 NA 0.00 0.36 NA NA NA 0 7.05 7.22 0.16 29 12.4 13.6 NA 0.00 0.36 NA NA NA 0 7.22 7.38 0.16 30 12.7 14.0 NA 0.00 0.36 NA NA NA 0 7.38 7.55 0.16 34 12.7 14.0 NA 0.00 0.36 NA NA NA 0 7.55 7.71 0.16 35 12.8 14.1 NA 0.00 0.36 NA NA NA 0 7.71 7.87 0.16 33 13.0 14.3 NA 0.00 0.36 NA NA NA 0 7.87 8.04 0.16 30 13.6 15.0 NA 0.00 0.36 NA NA NA 0 8.04 8.20 0.16 28 14.1 15.5 NA 0.00 0.36 NA NA NA 0 8.20 8.37 0.16 24 14.6 16.1 1.3 0.34 0.38 2.00 0.01 0.04 0.02 Plate C-16 Albus-Keefe & Associates, Inc.1 of 5 . Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (1) 6, TS CSR'Percent IY 6 (in.) TS 6 (in.) Aveo (in.) (3) 6. TOP Bottom 8.37 8.53 0.16 23 14.8 16.3 1.2 0.47 0.38 1.99 0.01 0.04 0.02 8.53 8.69 0.16 23 15.0 16.5 1.3 0.34 0.38 1.97 0.01 0.04 0.02 8.69 8.86 0.16 27 14.6 16.1 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 35 13.4 14.7 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 37 11.5 12.7 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 42 10.4 11.4 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 45 9.7 10.7 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 48 9.1 10.0 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 50 8.6 9.5 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 51 8.4 9.2 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 54 8.1 8.9 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 56 7.9 8.7 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 54 8.0 8.8 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 48 8.5 9.4 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 47 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 45 9.3 10.2 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 38 11.0 12.1 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 35 11.8 13.0 1.2 0.44 0.42 2.27 0.01 0.04 0.03 11.32 11.48 0.16 36 11.8 13.0 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 38 11.7 12.9 NA 0.00 0.44 11.65 11.81 0.16 40 11.1 12.2 NA 0.00 0.44 11.81 11.98 0.16 42 10.6 11.7 NA 0.00 0.44 11.98 12.14 0.16 47 9.4 10.3 NA 0.00 0.44 12.14 12.30 0.16 52 8.6 9.5 NA 0.00 0.44 12.30 12.47 0.16 54 8.0 8.8 NA 0.00 0.44 12.47 12.63 0.16 55 7.8 8.6 NA 0.00 0.44 12.63 12.80 0.16 58 7.5 8.3 NA 0.00 0.44 12.80 12.96 0.16 59 7.4 8.1 NA 0.00 0.44 12.96 13.12 0.16 60 7.3 8.0 NA 0.00 0.46 13.12 13.29 0.16 60 7.0 7.7 NA 0.00 0.46 13.29 13.45 0.16 61 6.9 7.6 NA 0.00 0.46 13.45 13.62 0.16 62 6.9 7.6 NA 0.00 0.46 13.62 13.78 0.16 63 6.9 7.6 NA 0.00 0.46 13.78 13.94 0.16 64 7.0 7.7 NA 0.00 0.46 13.94 14.11 0.16 64 7.0 77 NA 0.00 0.46 14.11 14.27 0.16 63 7.0 77 NA 0.00 0.46 14.27 14.44 0.16 60 7.0 7.7 NA 0.00 0.46 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 NA NA NA 0 14.44 14.60 0.16 65 6.9 7.6 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 63 7.0 77 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 64 7.0 7.7 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 64 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 62 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 63 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 63 7.0 77 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 63 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 60 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 61 7.2 7.9 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 56 7.3 8.0 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 59 7.0 7J NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 62 7.0 77 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 63 7.2 7.9 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 61 7.3 8.0 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 60 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 60 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 60 7.3 8.0 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 65 7.0 7.7 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 70 6.8 7.5 NA 0.00 0.50 NA NA NA 0 Plate C-16 Albus-Keefe & Associates, inc.2 of 5 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (2) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bleVe (701 Top Bottom 17.72 17.88 0.16 62 7.2 7.9 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 60 7.2 7.9 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 60 7.2 7.9 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 63 7.0 7.7 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 61 7.0 7.7 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 60 7.0 77 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 59 7.2 7.9 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 60 7.4 8.1 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 61 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 63 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 65 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 67 7.3 8.0 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 68 7.2 7.9 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 71 6.8 7.5 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 82 6.3 6.9 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 90 6.1 6.7 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 84 6.4 7.0 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 67 7.5 8.3 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 46 8.8 9.7 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 44 8.5 9.4 NA 0.00 0.52 NA NA NA 0 21.00 21.16 0.16 60 7.8 8.6 NA 0.00 0.52 NA NA NA 0 21.16 21.33 0.16 55 8.6 9.5 NA 0.00 0.52 NA NA NA 0 21.33 21.49 0.16 38 11.0 12.1 NA 0.00 0.52 NA NA NA 0 21.49 21.65 0.16 43 10.5 11.6 NA 0.00 0.52 NA NA NA 0 21.65 21.82 0.16 56 9.0 9.9 NA 0.00 0.52 NA NA NA 0 21.82 21.98 0.16 79 7.3 8.0 NA 0.00 0.52 NA NA NA 0 21.98 22.15 0.16 89 6.6 7.3 NA 0.00 0.52 NA NA NA 0 22.15 22.31 0.16 88 6.3 6.9 NA 0.00 0.52 NA NA NA 0 22.31 22.47 0.16 81 6.3 6.9 NA 0.00 0.54 NA NA NA 0 22.47 22.64 0.16 89 6.2 6.8 NA 0.00 0.54 NA NA NA 0 22.64 22.80 0.16 90 6.1 6.7 NA 0.00 0.54 NA NA NA 0 22.80 22.97 0.16 81 6.2 6.8 NA 0.00 0.54 NA NA NA 0 22.97 23.13 0.16 66 6.9 7.6 NA 0.00 0.54 NA NA NA 0 23.13 23.29 0.16 62 7.6 8.4 NA 0.00 0.54 NA NA NA 0 23.29 23.46 0.16 70 7.5 8.3 NA 0.00 0.54 NA NA NA 0 23.46 23.62 0.16 73 7.4 8.1 NA 0.00 0.54 NA NA NA 0 23.62 23.79 0.16 78 7.2 7.9 NA 0.00 0.54 NA NA NA 0 23.79 23.95 0.16 80 6.9 7.6 NA 0.00 0.54 NA NA NA 0 23.95 24.11 0.16 84 6.8 7.5 NA 0.00 0.54 NA NA NA 0 24.11 24.28 0.16 90 6.6 7.3 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 83 6.8 7.5 NA 0.00 0.54 NA NA NA 0 24.44 24.61 0.16 60 7.8 8.6 NA 0.00 0.54 NA NA NA 0 24.61 24.77 0.16 53 7.9 8.7 NA 0.00 0.54 NA NA NA 0 24.77 24.93 0.16 52 8.1 8.9 NA 0.00 0.54 NA NA NA 0 24.93 25.10 0.16 43 8.7 9.6 NA 0.00 0.54 NA NA NA 0 25.10 25.26 0.16 43 8.5 9.4 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 47 8.1 8.9 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 53 8.0 8.8 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 53 8.7 9.6 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 59 9.2 10.1 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 75 7.9 8.7 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 76 7.5 8.3 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 74 7.5 8.3 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 65 8.1 8.9 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 51 10.3 11.3 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 31 15.1 16.6 0.7 2.61 0.54 1.96 0.05 0.04 0.04 26.90 27.07 0.16 36 14.4 15.8 NA 0.00 0.56 NA NA NA 0 Plate C-16 Albus-Keefe & Associates,Inc.3 of 5 Depth IntenÂ·al (ft)Soil layer- thickness (ft) Fines IY Percent <#200 FS ElSieve (%) TS CSR*Percent IY 6 (in.) TSO (in.) Aveo (in.) (3) E. Top Bottom 27.07 27.23 0.16 40 13.0 14.3 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 45 11.1 12.2 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 55 9.4 10.3 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 56 8.7 9.6 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 50 8.7 9.6 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 54 8.6 9.5 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 53 9.1 10.0 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 57 9.1 10.0 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 56 9.2 10.1 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 71 8.2 9.0 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 63 8.6 9.5 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 61 8.6 9.5 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 60 8.6 9.5 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 54 9.0 9.9 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 48 9.3 10.2 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 53 9.1 10.0 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 54 9.7 10.7 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 49 11.0 12.1 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 47 11.5 12.7 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 49 11.2 12.3 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 47 11.4 12.5 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 45 12.0 13.2 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 41 12.4 13.6 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 40 12.9 14.2 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 37 14.7 16.2 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 33 16.1 17.7 0.8 2.29 0.56 1.89 0.04 0.04 0.04 31.33 31.50 0.16 41 14.7 16.2 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 37 15.6 17.2 NA 0.00 0.56 NA NA NA 31.66 31.82 0.16 44 13.4 14.7 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 41 14.1 15.5 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 30 16.3 17.9 0.7 2.45 0.56 1.87 0.05 0.04 0.04 32.15 32.32 0.16 36 15.6 17.2 NA 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 38 14.4 15.8 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 44 12.8 14.1 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 46 12.0 13.2 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 42 12.4 13.6 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 46 11.8 13.0 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 48 11.6 12.8 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 42 12.8 14.1 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 27 18.0 19.8 0.7 2.22 0.56 1.77 0.04 0.03 0.04 33.63 33.79 0.16 23 22.2 24.4 0.9 0.95 0.56 1.56 0.02 0.03 0.02 33.79 33.96 0.16 38 16.5 18.2 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 51 12.2 13.4 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 44 13.8 15.2 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 45 14.5 16.0 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 50 13.8 15.2 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 48 14.0 15.4 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 52 13.5 14.9 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 46 14.5 16.0 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 61 11.0 12.1 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 51 11.0 12.1 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 53 11.4 12.5 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 33 14.4 15.8 0.5 2.70 0.56 2.02 0.05 0.04 0.05 35.76 35.93 0.16 22 16.9 18.6 0.5 2.37 0.56 1.83 0.05 0.04 0.04 35.93 36.09 0.16 19 17.9 19.7 0.4 2.24 0.56 1.77 0.04 0.03 0.04 36.09 36.25 0.16 13 21.4 23.5 0.5 1.92 0.56 1.59 0.04 0.03 0.03 36.25 36.42 0.16 8 26.0 28.6 0.7 1.09 0.56 1.42 0.02 0.03 0.02 Plate C-16 Albus-Keefe & Associates, Inc.4 of 5 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,),0. (N,)3*c" FS IY Percent 6.(2) TS CSR*Percent IY 6 (in.) TS 6 (in.) AveS (in.) (3)bleve 1.70/ Top Bottom 36.42 36.58 0.16 7 28.7 31.6 0.8 0.69 0.56 1.33 0.01 0.03 0.02 36.58 36.75 0.16 8 28.7 31.6 0.8 0.69 0.54 1.33 0.01 0.03 0.02 36.75 36.91 0.16 8 28.2 31.0 0.8 0.73 0.54 1.35 0.01 0.03 0.02 36.91 37.07 0.16 8 27.7 30.5 0.8 0.77 0.54 1.36 0.02 0.03 0.02 37.07 37.24 0.16 9 27.7 30.5 0.8 0.77 0.54 1.36 0.02 0.03 0.02 37.24 37.40 0.16 9 28.1 30.9 0.8 0.74 0.54 1.35 0.01 0.03 0.02 37.40 37.57 0.16 7 30.1 33.1 0.9 0.40 0.54 1.30 0.01 0.03 0.02 37.57 37.73 0.16 6 33.6 37.0 1.0 0.20 0.54 1.21 0.00 0.02 0.01 37.73 37.89 0.16 4 36.2 39.8 1.2 0.13 0.54 1.16 0.00 0.02 0.01 37.89 38.06 0.16 4 39.6 43.6 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 3 42.3 46.5 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 4 44.9 49.4 NA 0.00 0.54 NA NA NA 0 38.39 38.55 0.16 4 46.1 50.7 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 4 44.1 48.5 NA 0.00 0.54 NA NA NA 0 38.71 38.88 0.16 7 39.0 42.9 NA 0.00 0.54 NA NA NA 0 38.88 39.04 0.16 10 36.9 40.6 NA 0.00 0.54 NA NA NA 0 39.04 39.21 0.16 13 35.0 38.5 NA 0.00 0.54 NA NA NA 0 39.21 39.37 0.16 12 36.5 40.2 NA 0.00 0.54 NA NA NA 0 39.37 39.53 0.16 7 38.8 42.7 NA 0.00 0.54 NA NA NA 0 39.53 39.70 0.16 3 47.9 52.7 NA 0.00 0.54 NA NA NA 0 39.70 39.86 0.16 2 55.4 60.9 NA 0.00 0.54 NA NA NA 0 39.86 40.03 0.16 1 60.4 66.4 NA 0.00 0:54 NA NA NA 0 40.03 40.19 0.16 2 60.9 67.0 NA 0.00 0.54 NA NA NA 0 40.19 40.35 0.16 2 58.0 63.8 NA 0.00 0.54 NA NA NA 0 40.35 40.52 0.16 3 56.6 62.3 NA 0.00 0.54 NA NA NA 0 40.52 40.68 0.16 2 57.2 62.9 NA 0.00 0.54 NA NA NA 0 40.68 40.85 0.16 2 59.9 65.9 NA 0.00 0.54 NA NA NA 0 40.85 41.01 0.16 1 62.3 68.5 NA 0.00 0.54 NA NA NA 0 41.01 41.17 0.16 1 64.4 70.8 NA 0.00 0.54 NA NA NA 0 41.17 41.34 0.16 2 65.9 72.5 NA 0.00 0.54 NA NA NA 0 41.34 41.50 0.16 1 65.4 71.9 NA 0.00 0.54 NA NA NA 0 41.50 41.67 0.16 1 59.6 65.6 NA 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 0 55.1 60.6 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 0 50.9 56.0 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 1 50.4 55.4 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 0 53.8 59.2 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 0 61.8 68.0 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 1 63.3 69.6 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 0 67.8 74.6 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 0 68.5 75.4 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 0 66.7 73.4 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 0 67.1 73.8 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 0 69.5 76.5 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 0 90.1 99.1 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 0 91.8 101.0 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 0 92.6 101.9 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 0 77.1 84.8 NA 0.00 0.52 NA NA NA 0 44.13 0.00 -44.13 1 77.0 84.7 NA 0.00 0.52 0.00 NA NA 0 Notes:0.5 0.7 0.6 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)6021.1 (Seed, 1994). (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N ,)53<sÂ· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (Ni)*cs Average Liquefaction Settlement (in): 0.6 (4) Volumeteric strain (Seed et al., 2003) using (N,)600Â· Plate C-16 Albus-Keefe & Associates, Inc.5 of 5 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-3 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 FS Sieve (%) 55 6.0 6.6 NA IY Percent (1) El 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 12 6.3 6.9 NA 0.00 0.49 0.66 0.16 9 7.2 7.9 NA 0.00 0.66 0.82 0.16 16 10.5 11.6 NA 0.00 0.82 0.98 0.16 13 17.7 19.5 NA 0.00 0.98 1.15 0.16 12 24.4 26.8 NA 0.00 1.15 1.31 0.16 16 23.7 26.1 NA 0.00 1.31 1.48 0.16 21 20.7 22.8 NA 0.00 1.48 1.64 0.16 30 17.0 18.7 NA 0.00 1.64 1.80 0.16 36 14.6 16.1 NA 0.00 1.80 1.97 0.16 37 12.9 14.2 NA 0.00 1.97 2.13 0.16 36 11.8 13.0 NA 0.00 2.13 2.30 0.16 40 10.8 11.9 NA 0.00 2.30 2.46 0.16 43 10.4 11.4 NA 0.00 2.46 2.62 0.16 45 10.2 11.2 NA 0.00 2.62 2.79 0.16 47 9.9 10.9 NA 0.00 2.79 2.95 0.16 46 10.3 11.3 NA 0.00 2.95 3.12 0.16 47 10.0 11.0 NA 0.00 3.12 3.28 0.16 47 9.7 10.7 NA 0.00 3.28 3.44 0.16 49 9.1 10.0 NA 0.00 3.44 3.61 0.16 53 8.6 9.5 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 3.61 3.77 0.16 51 9.1 10.0 NA 0.00 3.77 3.94 0.16 50 9.3 10.2 NA 0.00 3.94 4.10 0.16 46 9.8 10.8 NA 0.00 4.10 4.27 0.16 42 10.2 11.2 NA 0.00 4.27 4.43 0.16 37 10.8 11.9 NA 0.00 4.43 4.59 0.16 35 11.0 12.1 NA 0.00 4.59 4.76 0.16 37 10.9 12.0 NA 0.00 4.76 4.92 0.16 36 10.9 12.0 NA 0.00 4.92 5.09 0.16 35 11.2 12.3 NA 0.00 5.09 5.25 0.16 36 11.6 12.8 NA 0.00 5.25 5.41 0.16 43 10.9 12.0 NA 0.00 5.41 5.58 0.16 43 10.9 12.0 NA 0.00 5.58 5.74 0.16 42 11.1 12.2 NA 0.00 5.74 5.91 0.16 41 11.1 12.2 NA 0.00 5.91 6.07 0.16 39 11.2 12.3 NA 0.00 6.07 6.23 0.16 38 11.6 12.8 NA 0.00 6.23 6.40 0.16 37 12.0 13.2 NA 0.00 6.40 6.56 0.16 35 13.2 14.5 NA 0.00 6.56 6.73 0.16 31 14.7 16.2 NA 0.00 6.73 6.89 0.16 31 14.4 15.8 NA 0.00 6.89 7.05 0.16 39 11.8 13.0 NA 0.00 7.05 7.22 0.16 42 9.4 10.3 NA 0.00 7.22 7.38 0.16 46 8.6 9.5 NA 0.00 7.38 7.55 0.16 45 8.6 9.5 NA 0.00 7.55 7.71 0.16 44 8.7 9.6 NA 0.00 7.71 7.87 0.16 46 8.7 9.6 NA 0.00 7.87 8.04 0.16 47 8.5 9.4 NA 0.00 8.04 8.20 0.16 43 8.6 9.5 NA 0.00 8.20 8.37 0.16 41 9.2 10.1 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.38 NA NA NA 0 Plate C-17 Albus-Keefe & Associates, Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent E. TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) Aleve (70) Top Bottom 8.37 8.53 0.16 42 9.4 10.3 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 42 9.3 10.2 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 38 9.8 10.8 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 36 10.5 11.6 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 37 11.1 12.2 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 37 11.5 12.7 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 40 10.9 12.0 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 37 11.0 12.1 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 41 9.9 10.9 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 53 8.2 9.0 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 54 8.0 8.8 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 54 7.9 8.7 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 55 7.8 8.6 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 53 7.9 8.7 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 55 7.8 8.6 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 55 7.8 8.6 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 57 7.6 8.4 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 56 7.5 8.3 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 62 7.4 8.1 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 61 7.4 8.1 NA 0.00 0.44 NA NA NA C 11.65 11.81 0.16 61 7.2 7.9 NA 11.81 11.98 0.16 61 6.9 7.6 NA 11.98 12.14 0.16 63 6.8 7.5 NA 12.14 12.30 0.16 64 6.8 7.5 NA 12.30 12.47 0.16 64 6.8 7.5 NA 12.47 12.63 0.16 67 6.6 7.3 NA 12.63 12.80 0.16 68 6.6 7.3 NA 12.80 12.96 0.16 64 6.8 7.5 NA 12.96 13.12 0.16 63 6.8 7.5 NA 13.12 13.29 0.16 67 6.7 7.4 NA 13.29 13.45 0.16 66 6.7 7.4 NA 13.45 13.62 0.16 70 6.6 7.3 NA 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 68 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 67 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 70 6.7 7.4 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 47 6.6 7.3 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 68 6.8 7.5 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 58 7.4 8.1 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 60 7.3 8.0 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 63 7.2 7.9 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 65 7.0 77 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 70 6.8 7.5 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 64 7.0 7.7 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 63 7.0 7J NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 61 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 60 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 57 7.5 8.3 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 56 7.6 8.4 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 56 7.8 8.6 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 57 7.8 8.6 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 57 7.6 8.4 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 57 7.6 8.4 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 58 7.6 8.4 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 65 7.3 8.0 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 59 6.9 7.6 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 65 6.8 7.5 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 66 6.9 7.6 NA 0.00 0.50 NA NA NA 0 Plate C-17 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Top Bottom Fines <#200 FS Sieve (%) IY Percent (1) E, TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) 17.72 17.88 0.16 68 6.9 7.6 NA 0.00 17.88 18.04 0.16 68 6.9 7.6 NA 0.00 18.04 18.21 0.16 69 6.9 7.6 NA 0.00 18.21 18.37 0.16 73 6.7 7.4 NA 0.00 18.37 18.54 0.16 70 6.7 7.4 NA 0.00 18.54 18.70 0.16 59 6.7 7.4 NA 0.00 18.70 18.86 0.16 62 6.6 7.3 NA 0.00 18.86 19.03 0.16 67 6.8 7.5 NA 0.00 19.03 19.19 0.16 55 8.0 8.8 NA 0.00 19.19 19.36 0.16 20 13.9 15.3 0.4 2.77 19.36 19.52 0.16 10 18.9 20.8 0.6 2.13 19.52 19.69 0.16 6 21.2 23.3 0.7 1.70 19.69 19.85 0.16 5 19.0 20.9 0.5 2.13 19.85 20.01 0.16 9 15.3 16.8 0.4 2.58 20.01 20.18 0.16 19 12.6 13.9 0.3 2.24 20.18 20.34 0.16 41 9.2 10.1 NA 0.00 20.34 20.51 0.16 56 7.4 8.1 NA 0.00 20.51 20.67 0.16 57 6.9 7.6 NA 0.00 20.67 20.83 0.16 64 6.3 6.9 NA 0.00 20.83 21.00 0.16 81 6.1 6.7 NA 0.00 21.00 21.16 0.16 95 6.1 6.7 NA 0.00 21.16 21.33 0.16 95 6.1 6.7 NA 0.00 21.33 21.49 0.16 79 6.4 7.0 NA 0.00 21.49 21.65 0.16 66 7.0 77 NA 0.00 21.65 21.82 0.16 66 7.3 8.0 NA 0.00 21.82 21.98 0.16 68 7.4 8.1 NA 0.00 (3) El 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.52 NA NA NA 0 0.52 2.06 0.05 0.04 0.05 0.52 1.71 0.04 0.03 0.04 0.52 1.60 0.03 0.03 0.03 0.52 1.71 0.04 0.03 0.04 0.52 1.95 0.05 0.04 0.04 0.52 2.19 0.04 0.04 0.04 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 21.98 22.15 0.16 67 7.5 8.3 NA 0.00 22.15 22.31 0.16 65 7.6 8.4 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 22.31 22.47 0.16 62 7.6 8.4 NA 0.00 22.47 22.64 0.16 58 8.0 8.8 NA 0.00 22.64 22.80 0.16 61 8.1 8.9 NA 0.00 22.80 22.97 0.16 65 8.0 8.8 NA 0.00 22.97 23.13 0.16 63 8.0 8.8 NA 0.00 23.13 23.29 0.16 72 7.5 8.3 NA 0.00 23.29 23.46 0.16 70 7.6 8.4 NA 0.00 23.46 23.62 0.16 59 8.6 9.5 NA 0.00 23.62 23.79 0.16 54 9.1 10.0 NA 0.00 23.79 23.95 0.16 55 8.8 9.7 NA 0.00 23.95 24.11 0.16 56 8.5 9.4 NA 0.00 24.11 24.28 0.16 56 8.5 9.4 NA 0.00 24.28 24.44 0.16 53 8.8 9.7 NA 0.00 24.44 24.61 0.16 51 9.1 10.0 NA 0.00 24.61 24.77 0.16 54 8.7 9.6 NA 0.00 24.77 24.93 0.16 57 8.4 9.2 NA 0.00 24.93 25.10 0.16 59 8.4 9.2 NA 0.00 25.10 25.26 0.16 66 7.9 8.7 NA 0.00 25.26 25.43 0.16 72 7.4 8.1 NA 0.00 25.43 25.59 0.16 68 7.2 7.9 NA 0.00 25.59 25.75 0.16 64 7.3 8.0 NA 0.00 25.75 25.92 0.16 66 7.2 7.9 NA 0.00 25.92 26.08 0.16 63 7.3 8.0 NA 0.00 26.08 26.25 0.16 69 7.3 8.0 NA 0.00 26.25 26.41 0.16 60 8.5 9.4 NA 0.00 26.41 26.57 0.16 60 8.4 9.2 NA 0.00 26.57 26.74 0.16 62 8.7 9.6 NA 0.00 26.74 26.90 0.16 52 9.6 10.6 NA 0.00 26.90 27.07 0.16 59 9.2 10.1 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 O.S4 NA NA NA 0 O.S4 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.56 NA NA NA 0 Plate C-17 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (1) E. TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) 3!eve (70,bÂ¥ Top Bottom 27.07 27.23 0.16 70 8.1 8.9 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 69 7.6 8.4 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 66 7.5 8.3 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 76 7.0 7.7 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 89 6.4 7.0 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 86 6.4 7.0 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 64 7.4 8.1 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 51 9.3 10.2 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 52 10.2 11.2 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 53 10.8 11.9 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 53 11.0 12.1 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 53 11.1 12.2 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 56 10.8 11.9 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 55 10.6 11.7 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 57 10.4 11.4 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 56 10.3 11.3 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 57 9.8 10.8 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 66 8.8 9.7 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 71 8.4 9.2 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 61 8.6 9.5 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 52 8.7 9.6 NA 0.00 0.56 NA NA NA C 30.51 30.68 0.16 43 10.2 11.2 NA 0.00 0.56 NA NA NA C 30.68 30.84 0.16 38 12.3 13.5 NA 0.00 0.56 NA NA NA C 30.84 31.00 0.16 41 12.3 13.5 NA 0.00 0.56 NA NA NA C 31.00 31.17 0.16 45 12.2 13.4 NA 0.00 0.56 NA NA NA C 31.17 31.33 0.16 43 12.8 14.1 NA 31.33 31.50 0.16 42 13.0 14.3 NA 31.50 31.66 0.16 43 12.6 13.9 NA 31.66 31.82 0.16 42 12.3 13.5 NA 31.82 31.99 0.16 40 12.3 13.5 NA 31.99 32.15 0.16 38 13.8 15.2 NA 32.15 32.32 0.16 37 16.9 18.6 NA 32.32 32.48 0.16 38 18.4 20.2 NA 32.48 32.64 0.16 40 18.6 20.5 NA 32.64 32.81 0.16 43 17.1 18.8 NA 32.81 32.97 0.16 45 15.9 17.5 NA 32.97 33.14 0.16 48 14.5 16.0 NA 33.14 33.30 0.16 47 14.7 16.2 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 'NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 45 15.4 16.9 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 45 15.1 16.6 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 46 14.6 16.1 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 50 13.5 14.9 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 52 12.4 13.6 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 57 11.5 12.7 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 59 11.0 12.1 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 55 11.1 12.2 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 33 18.1 19.9 1.0 0.91 0.56 1.76 0.02 0.03 0.03 34.78 34.94 0.16 18 24.3 26.7 0.9 0.80 0.56 1.47 0.02 0.03 0.02 34.94 35.10 0.16 32 17.6 19.4 0.9 1.40 0.56 1.79 0.03 0.04 0.03 35.10 35.27 0.16 17 26.5 29.2 1.0 0.49 0.56 1.40 0.01 0.03 0.02 35.27 35.43 0.16 22 26.5 29.2 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 30 21.2 23.3 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 29 17.2 18.9 0.7 2.33 0.56 1.81 0.05 0.04 0.04 35.76 35.93 0.16 8 47.0 51.7 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 14 40.9 45.0 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 20 30.1 33.1 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 16 30.8 33.9 NA 0.00 0.56 NA NA NA 0 Plate C-17 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,),0. (N,)53.,m FS Sieve (%) IY Percent (Z) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) 8. Top Bottom 36.42 36.58 0.16 9 34.6 38.1 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 21 22.7 25.0 0.9 0.90 0.54 1.54 0.02 0.03 0.02 36.75 36.91 0.16 33 18.6 20.5 1.1 0.59 0.54 1.73 0.01 0.03 0.02 36.91 37.07 0.16 36 19.3 21.2 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 28 20.4 22.4 1.1 0.53 0.54 1.64 0.01 0.03 0.02 37.24 37.40 0.16 20 24.1 26.5 0.9 0.81 0.54 1.48 0.02 0.03 0.02 37.40 37.57 0.16 16 25.3 27.8 0.8 0.97 0.54 1.44 0.02 0.03 0.02 37.57 37.73 0.16 16 25.4 27.9 0.8 0.96 0.54 1.44 0.02 0.03 0.02 37.73 37.89 0.16 17 25.8 28.4 0.9 0.70 0.54 1.42 0.01 0.03 0.02 37.89 38.06 0.16 19 26.8 29.5 1.1 0.36 0.54 1.39 0.01 0.03 0.02 38.06 38.22 0.16 18 27.1 29.8 1.1 0.35 0.54 1.38 0.01 0.03 0.02 38.22 38.39 0.16 18 27.6 30.4 1.2 0.25 0.54 1.37 0.00 0.03 0.02 38.39 38.55 0.16 22 27.6 30.4 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 30 25.1 27.6 NA 0.00 0.54 NA NA NA 0 38.71 38.88 0.16 30 22.6 24.9 NA 0.00 0.54 NA NA NA 0 38.88 39.04 0.16 19 24.8 27.3 0.9 0.76 0.54 1.46 0.02 0.03 0.02 39.04 39.21 0.16 11 26.1 28.7 0.7 1.08 0.54 1.41 0.02 0.03 0.02 39.21 39.37 0.16 10 27.8 30.6 0.8 0.76 0.54 1.36 0.01 0.03 0.02 39.37 39.53 0.16 11 31.9 35.1 1.1 0.20 0.54 1.25 0.00 0.02 0.01 39.53 39.70 0.16 8 43.4 47.7 NA 0.00 0.54 NA NA NA 0 39.70 39.86 0.16 8 47.4 52.1 NA 0.00 0.54 NA NA NA 0 39.86 40.03 0.16 10 39.5 43.5 NA 0.00 0.54 NA NA NA 0 40.03 40.19 0.16 7 38.0 41.8 NA 0.00 0.54 NA NA NA 0 40.19 40.35 0.16 6 37.5 41.3 NA 0.00 0.54 NA NA NA o I 40.35 40.52 0.16 5 37.7 41.5 1.2 Error?0.54 1.13 Error?0.02 0 40.52 40.68 0.16 5 40.3 44.3 NA 0.00 0.54 NA NA NA 0 40.68 40.85 0.16 5 43.8 48.2 NA 0.00 0.54 NA NA NA 0 40.85 41.01 0.16 5 47.7 52.5 NA 0.00 0.54 NA NA NA 00 41.01 41.17 0.16 4 47.7 52.5 NA 0.00 0.54 NA NA NA 0 41.17 41.34 0.16 3 53.1 58.4 NA 0.00 0.54 NA NA NA 0 41.34 41.50 0.16 4 55.4 60.9 NA 0.00 0.54 NA NA NA 0 41.50 41.67 0.16 6 45.6 50.2 NA 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 7 40.6 44.7 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 10 42.8 47.1 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 12 37.9 41.7 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 5 44.9 49.4 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 4 46.1 50.7 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 5 42.7 47.0 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 9 43.2 47.5 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 8 47.6 52.4 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 4 54.7 60.2 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 1 67.0 73.7 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 1 69.7 76.7 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 1 64.0 70.4 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 2 58.7 64.6 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 2 55.4 60.9 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 2 55.2 60.7 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 2 55.5 61.1 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 2 58.5 64.4 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 2 59.9 65.9 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 1 62.1 68.3 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 2 60.7 66.8 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 2 59.7 65.7 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 3 59.5 65.5 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 3 60.1 66.1 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 7 55.8 61.4 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 12 44.5 49.0 NA 0.00 0.52 NA NA NA 0 Plate C-17 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,),0- (N,)3,2" FS IY Percent g.(2) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) aleve (701 TOP Bottom 45.77 45.93 0.16 15 39.6 43.6 m 0.00 0.52 NA NA NA 0 45.93 46.10 0.16 13 39.9 43.9 m 0.00 0.52 NA NA NA 0 46.10 46.26 0.16 18 34.7 38.2 0.00 0.52 NA NA NA 0 46.26 46.42 0.16 17 33.9 37.3 0.00 0.52 NA NA NA 0 46.42 46.59 0.16 14 33.9 37.3 0.00 0.52 NA NA NA 0 46.59 46.75 0.16 12 35.3 38.8 0.00 0.52 NA NA NA 0 46.75 46.92 0.16 13 34.0 37.4 1.2 0.16 0.52 1.21 0.00 0.02 0.( 46.92 47.08 0.16 15 30.8 33.9 1.1 0.23 0.52 1.28 0.00 0.03 0.( 47.08 47.24 0.16 19 25.8 28.4 0.9 0.70 0.52 1.42 0.01 0.03 0.( 47.24 47.41 0.16 30 18.6 20.5 0.8 1.79 0.52 1.73 0.04 0.03 0.( 47.41 47.57 0.16 53 12.9 14.2 0 RE 0.00 0.52 NA NA NA 0 47.57 47.74 0.16 62 10.6 11.7 m Â· 0.00 0.52 NA NA NA 0 47.74 47.90 0.16 66 9.6 10.6 ' ,- (ZE 0.00 0.52 NA NA NA 0 47.90 48.06 0.16 65 9.1 10.0 - ' 2 0.00 0.52 NA NA NA 0 48.06 48.23 0.16 64 9.1 10.0 . (33 0.00 0.52 NA NA NA 0 48.23 48.39 0.16 62 9.3 10.2 1 03 0.00 0.52 NA NA NA 0 48.39 48.56 0.16 62 9.4 10.3 (m 0.00 0.52 NA NA NA 0 48.56 48.72 0.16 57 10.0 11.0 0.00 0.52 NA NA NA 0 48.72 48.88 0.16 67 10.2 11.2 2 0.00 0.52 NA NA NA 0 48.88 49.05 0.16 38 22.9 25.2 Â·' 05 0.00 0.52 NA NA NA 0 49.05 49.21 0.16 19 38.4 42.2 0.00 0.52 NA NA NA 0 49.21 49.38 0.16 31 30.2 33.2 - - 93 0.00 0.52 NA NA NA 0 49.38 49.54 0.16 42 22.3 24.5 ' RE 0.00 0.52 NA NA NA 0 49.54 49.70 0.16 58 14.6 16.1 0.00 0.50 NA NA NA 0 49.70 49.87 0.16 52 13.6 15.0 RE 0.00 0.50 NA NA NA 0 49.87 50.03 0.16 54 13.4 14.7 A 0.00 0.50 NA NA NA 0 50.03 50.20 0.16 47 15.4 16.9 0.00 0.50 NA NA NA 0 Notes: 0.6 0.9 0.8 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (N ,)60-cs' 1Â·| (Seed, 1994). (2) Volumetric strain (Ishiharn and Yoshimine, 1992) using (N 153-csÂ· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (Ni )60Â·c,Â·Average Liquefaction Settlement (in):0.8 (4) Volumeteric strnin (Sced et al., 2003) using (N,)60-sÂ· Plate C-17 Albus-Keefe & Associates, inc.6 of 6 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-4 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thicknesj (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 (N,)0. (N,)55.,m FS Sieve (%) 39 6.9 7.6 NA IY Percent g' 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 10 6.0 6.6 NA 0.00 0.49 0.66 0.16 7 6.9 7.6 NA 0.00 0.66 0.82 0.16 9 8.3 9.1 NA 0.00 0.82 0.98 0.16 8 13.6 15.0 NA 0.00 0.98 1.15 0.16 8 21.2 23.3 NA 0.00 1.15 1.31 0.16 12 18.8 20.7 NA 0.00 1.31 1.48 0.16 20 17.1 18.8 NA 0.00 1.48 1.64 0.16 25 15.7 17.3 NA 0.00 1.64 1.80 0.16 35 13.4 14.7 NA 0.00 1.80 1.97 0.16 43 11.2 12.3 NA 0.00 1.97 2.13 0.16 46 10.3 11.3 NA 0.00 2.13 2.30 0.16 45 10.2 11.2 NA 0.00 2.30 2.46 0.16 45 10.3 11.3 NA 0.00 2.46 2.62 0.16 48 9.9 10.9 NA 0.00 2.62 2.79 0.16 49 9.4 10.3 NA 0.00 2.79 2.95 0.16 51 8.8 9.7 NA 0.00 2.95 3.12 0.16 51 8.7 9.6 NA 0.00 3.12 3.28 0.16 50 9.1 10.0 NA 0.00 3.28 3.44 0.16 44 10.3 11.3 NA 0.00 3.44 3.61 0.16 41 11.1 12.2 NA 0.00 3.61 3.77 0.16 37 12.0 13.2 NA 0.00 3.77 3.94 0.16 34 12.7 14.0 NA 0.00 3.94 4.10 0.16 37 12.4 13.6 NA 0.00 4.10 4.27 0.16 37 12.3 13.5 NA 0.00 4.27 4.43 0.16 37 12.1 13.3 NA 0.00 4.43 4.59 0.16 36 12.0 13.2 NA 0.00 4.59 4.76 0.16 34 11.5 12.7 NA 0.00 4.76 4.92 0.16 36 10.6 11.7 NA 0.00 4.92 5.09 0.16 38 10.0 11.0 NA 0.00 5.09 5.25 0.16 42 9.3 10.2 NA 0.00 5.25 5.41 0.16 45 9.2 10.1 NA 0.00 5.41 5.58 0.16 45 9.4 10.3 NA 0.00 5.58 5.74 0.16 43 9.7 10.7 NA 0.00 5.74 5.91 0.16 41 9.7 10.7 NA 0.00 5.91 6.07 0.16 41 9.7 10.7 NA 0.00 6.07 6.23 0.16 40 9.9 10.9 NA 0.00 6.23 6.40 0.16 39 10.2 11.2 NA 0.00 6.40 6.56 0.16 36 11.1 12.2 NA 0.00 6.56 6.73 0.16 34 11.7 12.9 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 6.73 6.89 0.16 3S 12.0 13.2 NA 0.00 0.36 NA NA NA 0 6.89 7.05 0.16 41 10.9 12.0 NA 0.00 0.36 NA NA NA 0 7.05 7.22 0.16 38 10.2 11.2 NA 0.00 0.36 NA NA NA 0 7.22 7.38 0.16 42 9.6 10.6 NA 0.00 0.36 NA NA NA 0 7.38 7.55 0.16 44 9.3 10.2 NA 0.00 0.36 NA NA NA 0 7.55 7.71 0.16 44 9.3 10.2 NA 0.00 0.36 NA NA NA 0 7.71 7.87 0.16 46 9.1 10.0 NA 0.00 0.36 NA NA NA 0 7.87 8.04 0.16 48 8.8 9.7 NA 0.00 0.36 NA NA NA 0 8.04 8.20 0.16 48 8.8 9.7 NA 0.00 0.36 NA NA NA 0 8.20 8.37 0.16 45 8.8 9.7 NA 0.00 0.38 NA NA NA 0 Plate C-18 Albus-Keefe & Associates, inc.lof 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).0 (N,)5,2" FS IY Percenl (2) El TS CSR*Percent IY 6 (in.) TS 8 (in.) Ave 6 (in.) {3) 3/eve 170, Top Bottom 8.37 8.53 0.16 48 8.6 9.5 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 48 8.5 9.4 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 47 8.6 9.5 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 44 9.2 10.1 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 44 9.2 10.1 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 43 9.4 10.3 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 43 9.4 10.3 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 43 9.8 10.8 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 43 10.0 11.0 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 45 9.4 10.3 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 44 9.3 10.2 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 43 9.3 10.2 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 48 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 50 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 50 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 52 8.6 9.5 NA 0.00 0.42 NA NA NA C 10.99 11.15 0.16 54 8.4 9.2 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 53 8.2 9.0 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 52 8.2 9.0 NA 0.00 0.42 NA NA NA C 11.48 11.65 0.16 56 8.1 8.9 NA 0.00 0.44 NA NA NA C 11.65 11.81 0.16 60 7.6 8.4 NA 0.00 0.44 NA NA NA C 11.81 11.98 0.16 64 7.3 8.0 NA 0.00 0.44 NA NA NA C 11.98 12.14 0.16 66 6.9 7.6 NA 0.00 0.44 NA NA NA C 12.14 12.30 0.16 70 6.8 7.5 NA 0.00 0.44 NA NA NA C 12.30 12.47 0.16 68 6.9 7.6 NA 0.00 0.44 NA NA NA C 12.47 12.63 0.16 68 6.9 7.6 NA 0.00 0.44 NA NA NA 12.63 12.80 0.16 69 6.9 7.6 NA 0.00 0.44 NA NA NA 0 12.80 12.96 0.16 67 6.9 7.6 NA 0.00 0.44 NA NA NA 0 12.96 13.12 0.16 65 6.9 7.6 NA 0.00 0.46 NA NA NA 0 13.12 13.29 0.16 68 6.9 7.6 NA 0.00 0.46 NA NA NA 0 13.29 13.45 0.16 71 6.8 7.5 NA 0.00 0.46 NA NA NA 0 13.45 13.62 0.16 74 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 72 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 72 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 72 6.7 7.4 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 70 6.7 7.4 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 68 6.6 7.3 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 70 6.7 7.4 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 72 6.7 7.4 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 68 6.8 7.5 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 64 7.0 77 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 62 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 63 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 62 7.4 8.1 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 60 7.5 8.3 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 58 7.8 8.6 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 57 7.9 8.7 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 S6 7.9 8.7 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 57 7.9 8.7 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 61 7.6 8.4 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 59 7.8 8.6 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 62 7.6 8.4 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 63 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 66 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 68 7.3 8.0 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 68 7.0 7.7 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 68 7.2 7.9 NA 0.00 0.50 NA NA NA 0 Plate C-18 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,)... (N,)â€ž,sm FS Sieve (%) IY Percent (1)EV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) 6. Top Bottom 17.72 17.88 0.16 67 7.3 8.0 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 71 73 8.0 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 70 7.4 8.1 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 71 7.3 8.0 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 71 7.2 7.9 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 70 7.0 77 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 69 6.9 7.6 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 65 7.4 8.1 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 58 8.1 8.9 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 61 8.1 8.9 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 67 7.8 8.6 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 68 7.4 8.1 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 70 7.2 7.9 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 75 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 73 7.0 7.7 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 63 7.6 8.4 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 54 8.6 9.5 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 52 9.2 10.1 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 53 9.3 10.2 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 56 9.1 10.0 NA 0.00 21.00 21.16 0.16 59 8.7 9.6 NA 0.00 ' 21.16 21.33 0.16 56 8.8 9.7 NA 0.00 21.33 21.49 0.16 53 9.2 10.1 NA 0.00 21.49 21.65 0.16 54 9.2 10.1 NA 0.00 21.65 21.82 0.16 56 9.2 10.1 NA 0.00 21.82 21.98 0.16 59 9.1 10.0 NA 0.00 21.98 22.15 0.16 60 8.8 9.7 NA 0.00 22.15 22.31 0.16 56 9.1 10.0 NA 0.00 22.31 22.47 0.16 59 9.1 10.0 NA 0.00 22.47 22.64 0.16 66 8.6 9.5 NA 0.00 22.64 22.80 0.16 68 8.2 9.0 NA 0.00 22.80 22.97 0.16 70 7.9 8.7 NA 0.00 22.97 23.13 0.16 72 7.5 8.3 NA 0.00 ' 23.13 23.29 0.16 70 7.4 8.1 NA 0.00 23.29 23.46 0.16 70 7.4 8.1 NA 0.00 23.46 23.62 0.16 64 7.6 8.4 NA 0.00 23.62 23.79 0.16 70 7.6 8.4 NA 0.00 23.79 23.95 0.16 83 7.2 7.9 NA 0.00 23.95 24.11 0.16 81 7.0 7.7 NA 0.00 24.11 24.28 0.16 75 7.2 7.9 NA 0.00 24.28 24.44 0.16 73 7.5 8.3 NA 0.00 24.44 24.61 0.16 64 8.5 9.4 NA 0.00 24.61 24.77 0.16 47 10.3 11.3 NA 0.00 24.77 24.93 0.16 59 8.6 9.5 NA 0.00 24.93 25.10 0.16 68 7.8 8.6 NA 0.00 25.10 25.26 0.16 59 8.5 9.4 NA 0.00 25.26 25.43 0.16 57 8.6 9.5 NA 0.00 25.43 25.59 0.16 60 8.6 9.5 NA 0.00 25.59 25.75 0.16 67 8.0 8.8 NA 0.00 25.75 25.92 0.16 75 7.5 8.3 NA 0.00 25.92 26.08 0.16 73 7.0 7J NA 0.00 i 26.08 26.25 0.16 72 6.8 7.5 NA 0.00 | 26.25 26.41 0.16 63 6.8 7.5 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 26.41 26.57 0.16 62 7.0 7.7 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 67 7.6 8.4 NA 0.00 0.54 NA NA NA 26.74 26.90 0.16 52 9.2 10.1 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 49 10.4 11.4 NA 0.00 0.56 NA NA NA 0 Plate C-18 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (2) gV TS CSR*Percent IYO (in.) TS 6 (in.) Ave 6 (in.) (3) E. Top Bottom 27.07 27.23 0.16 47 11.6 12.8 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 47 12.3 13.5 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 49 12.2 13.4 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 48 12.0 13.2 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 49 11.8 13.0 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 50 11.5 12.7 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 50 11.1 12.2 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 51 10.8 11.9 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 51 10.6 11.7 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 55 9.8 10.8 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 55 9.6 10.6 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 53 9.3 10.2 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 52 8.8 9.7 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 50 8.5 9.4 NA 0.00 0.56 NA NA NA C 29.36 29.53 0.16 56 8.5 9.4 NA 29.53 29.69 0.16 47 9.3 10.2 NA 29.69 29.86 0.16 52 9.9 10.9 NA 29.86 30.02 0.16 48 11.4 12.5 NA 30.02 30.18 0.16 45 12.6 13.9 NA 30.18 30.35 0.16 47 12.2 13.4 NA 30.35 30.51 0.16 47 12.1 13.3 NA 30.51 30.68 0.16 46 12.6 13.9 NA 30.68 30.84 0.16 48 12.9 14.2 NA 30.84 31.00 0.16 41 15.3 16.8 NA 31.00 31.17 0.16 39 15.3 16.8 NA 31.17 31.33 0.16 43 14.2 15.6 NA 31.33 31.50 0.16 45 13.4 14.7 NA 31.50 31.66 0.16 50 11.5 12.7 NA 31.66 31.82 0.16 54 10.2 11.2 NA 31.82 31.99 0.16 58 9.3 10.2 NA 31.99 32.15 0.16 56 9.4 10.3 NA 32.15 32.32 0.16 54 9.9 10.9 NA 32.32 32.48 0.16 52 10.4 11.4 NA 32.48 32.64 0.16 48 11.1 12.2 NA 32.64 32.81 0.16 51 11.4 12.5 NA 32.81 32.97 0.16 56 10.6 11.7 NA 32.97 33.14 0.16 57 10.3 11.3 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA O 0.00 0.56 NA NA NA 0 0.00 O.56 NA NA NA 0 0.00 0.56 NA NA NA 0 O.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 O.00 0.56 NA NA NA 0 O.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 63 9.2 10.1 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 60 9.0 9.9 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 57 8.7 9.6 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 60 8.7 9.6 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 57 9.2 10.1 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 65 8.7 9.6 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 63 8.8 9.7 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 62 9.0 9.9 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 60 9.4 10.3 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 55 10.6 11.7 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 51 12.1 13.3 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 55 11.2 12.3 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 53 11.2 12.3 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 45 13.8 15.2 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 46 15.1 16.6 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 41 18.3 20.1 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 37 20.5 22.6 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 43 19.0 20.9 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 42 18.1 19.9 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 42 16.4 18.0 NA 0.00 0.56 NA NA NA 0 Plate C-18 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (1) Ev TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) (3) E. Top Bottom 36.42 36.58 0.16 37 18.0 19.8 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 42 17.2 18.9 NA 0.00 0.54 NA NA NA 36.75 36.91 0.16 35 21.4 23.5 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 42 17.6 19.4 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 48 14.7 16.2 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 47 14.1 15.5 NA 0.00 37.40 37.57 0.16 47 13.5 14.9 NA 0.00 37.57 37.73 0.16 47 12.9 14.2 NA 0.00 37.73 37.89 0.16 45 12.8 14.1 NA 0.00 37.89 38.06 0.16 40 13.9 15.3 NA 0.00 38.06 38.22 0.16 37 14.4 15.8 NA 0.00 38.22 38.39 0.16 41 13.8 15.2 NA 0.00 38.39 38.55 0.16 41 14.8 16.3 NA 0.00 38.55 38.71 0.16 40 15.3 16.8 NA 0.00 38.71 38.88 0.16 43 13.8 15.2 NA 0.00 38.88 39.04 0.16 43 13.9 15.3 NA 0.00 39.04 39.21 0.16 41 15.8 17.4 NA 0.00 39.21 39.37 0.16 36 19.2 21.1 NA 0.00 39.37 39.53 0.16 43 17.1 18.8 NA 0.00 39.53 39.70 0.16 39 18.3 20.1 NA 0.00 39.70 39.86 0.16 39 18.1 19.9 NA 0.00 39.86 40.03 0.16 37 20.8 22.9 NA 0.00 40.03 40.19 0.16 40 20.6 22.7 NA 0.00 40.19 40.35 0.16 40 21.4 23.5 NA 0.00 40.35 40.52 0.16 42 20.0 22.0 NA 0.00 40.52 40.68 0.16 47 18.0 19.8 NA 0.00 40.68 40.85 0.16 45 18.6 20.5 NA 0.00 40.85 41.01 0.16 47 18.1 19.9 NA 0.00 41.01 41.17 0.16 46 19.0 20.9 NA 0.00 41.17 41.34 0.16 39 23.5 25.9 NA 0.00 41.34 41.50 0.16 38 24.7 27.2 NA 0.00 41.50 41.67 0.16 37 24.7 27.2 NA 0.00 41.67 41.83 0.16 37 24.2 26.6 NA 0.00 41.83 41.99 0.16 42 20.6 22.7 NA 0.00 41.99 42.16 0.16 50 17.4 19.1 NA 0.00 42.16 42.32 0.16 46 18.0 19.8 NA 0.00 42.32 42.49 0.16 58 13.5 14.9 NA 0.00 42.49 42.65 0.16 62 11.6 12.8 NA 0.00 42.65 42.81 0.16 64 10.6 11.7 NA 0.00 42.81 42.98 0.16 63 11.2 12.3 NA 0.00 42.98 43.14 0.16 42 16.8 18.5 NA 0.00 43.14 43.31 0.16 37 21.2 23.3 NA 0.00 43.31 43.47 0.16 26 26.0 28.6 NA 0.00 43.47 43.64 0.16 21 29.7 32.7 NA 0.00 43.64 43.80 0.16 23 29.6 32.6 NA 0.00 43.80 43.96 0.16 26 28.8 31.7 NA 0.00 43.96 44.13 0.16 14 39.5 43.5 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 1 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 44.13 44.29 0.16 8 47.2 51.9 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 7 47.5 52.3 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 8 45.9 50.5 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 8 46.7 51.4 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 8 50.8 55.9 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 5 54.3 59.7 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 6 50.4 55.4 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 7 46.1 50.7 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 7 43.2 47.5 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 10 39.7 43.7 NA 0.00 0.52 NA NA NA 0 Plate C-18 Albus-Keefe & Associates, inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percenl (Z) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) ileve <70,4 Top Bottom 45.77 45.93 0.16 13 39.5 43.5 m 0.00 0.52 NA NA NA 0 45.93 46.10 0.16 10 47.1 51.8 0.00 0.52 NA NA NA 0 46.10 46.26 0.16 7 55.2 60.7 0.00 0.52 NA NA NA 0 46.26 46.42 0.16 5 58.1 63.9 0.00 0.52 NA NA NA 0 46.42 46.59 0.16 3 58.6 64.5 0.00 0.52 NA NA NA 0 46.59 46.75 0.16 3 49.6 54.6 0.00 0.52 NA NA NA 0 46.75 46.92 0.16 5 37.3 41.0 1.1 Error?0.52 1.14 Error?0.02 0 46.92 47.08 0.16 10 28.2 31.0 0.7 0.86 0.52 1.35 0.02 0.03 0.( 47.08 47.24 0.16 16 25.2 27.7 0.7 1.18 0.52 1.44 0.02 0.03 0.( 47.24 47.41 0.16 27 20.8 22.9 0.9 1.07 0.52 1.62 0.02 0.03 0.( 47.41 47.57 0.16 47 16.4 18.0 0.00 0.52 NA NA NA 0 47.57 47.74 0.16 45 16.2 17.8 0.00 0.52 NA NA NA 0 47.74 47.90 0.16 27 20.0 22.0 0.8 1.59 0.52 1.66 0.03 0.03 0.( 47.90 48.06 0.16 26 21.6 23.8 0.9 1.00 0.52 1.58 0.02 0.03 0.( 48.06 48.23 0.16 20 24.5 27.0 0.8 1.04 0.52 1.47 0.02 0.03 0.( 48.23 48.39 0.16 11 33.2 36.5 1.1 0.18 0.52 1.22 0.00 0.02 0.( 48.39 48.56 0.16 10 36.2 39.8 1.2 0.13 0.52 1.16 0.00 0.02 0.( 48.56 48.72 0.16 10 43.1 47.4 m 0.00 0.52 NA NA NA 0 48.72 48.88 0.16 6 55.2 60.7 0.00 0.52 NA NA NA 48.88 49.05 0.16 5 58.2 64.0 m 0.00 0.52 NA NA NA C 49.05 49.21 0.16 5 55.8 61.4 0.00 0.52 NA NA NA C 49.21 49.38 0.16 7 48.7 53.6 0.00 0.52 NA NA NA C 49.38 49.54 0.16 7 43.9 48.3 0.00 0.52 NA NA NA C 49.54 49.70 0.16 9 39.0 42.9 0.00 0.50 NA NA NA C 49.70 49.87 0.16 11 36.1 39.7 1.3 0.13 0.50 1.16 0.00 0.02 0.( 49.87 50.03 0.16 11 37.8 41.6 0.00 0.50 NA NA NA C 50.03 50.20 0.16 9 45.4 49.9 Notes: 0.00 0.50 NA NA NA 0 0.1 0.3 0.2 (!) Effective ER=35% normalized standard penetration resistance for clean sands, (N 1)60â‚¬19Â·| (Seed, 1994). (2) Volumetric strain (Ishiharnand Yoshimine, 1992) using (Ni)53<1Â· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (N,)60<.Average Liquefaction Settlement (in): 0.2 (4) Volumeteric strain (Sced et al., 2003) using (Ni)60..Â· Plate C-18 Albus-Keefe & Associates, Inc.6 of 6 . ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-5 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 FS Sieve (%) 33 7.5 8.3 NA IY Percent (2) El 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) 0.33 0.49 0.16 18 25.6 28.2 NA 0.00 0.49 0.66 0.16 6 46.9 51.6 NA 0.00 0.66 0.82 0.16 5 53.4 58.7 NA 0.00 0.82 0.98 0.16 5 54.7 60.2 NA 0.00 0.98 1.15 0.16 4 61.7 67.9 NA 0.00 1.15 1.31 0.16 6 49.9 54.9 NA 0.00 1.31 1.48 0.16 10 40.0 44.0 NA 0.00 1.48 1.64 0.16 17 29.0 31.9 NA 0.00 1.64 1.80 0.16 25 23.3 25.6 NA 0.00 1.80 1.97 0.16 21 26.3 28.9 NA 0.00 1.97 2.13 0.16 19 27.7 30.5 NA 0.00 2.13 2.30 0.16 6 44.0 48.4 NA 0.00 2.30 2.46 0.16 5 44.9 49.4 NA 0.00 2.46 2.62 0.16 11 30.8 33.9 NA 0.00 2.62 2.79 0.16 21 21.4 23.5 NA 0.00 2.79 2.95 0.16 32 16.4 18.0 NA 0.00 2.95 3.12 0.16 42 12.9 14.2 NA 0.00 3.12 3.28 0.16 41 12.6 13.9 NA 0.00 3.28 3.44 0.16 41 12.3 13.5 NA 0.00 3.44 3.61 0.16 45 11.7 12.9 NA 0.00 3.61 3.77 0.16 46 11.5 12.7 NA 0.00 3.77 3.94 0.16 47 11.4 12.5 NA 0.00 3.94 4.10 0.16 47 11.4 12.5 NA 0.00 4.10 4.27 0.16 47 11.4 12.5 NA 0.00 4.27 4.43 0.16 47 11.2 12.3 NA 0.00 4.43 4.59 0.16 48 11.0 12.1 NA 0.00 4.59 4.76 0.16 37 10.5 11.6 NA 0.00 4.76 4.92 0.16 37 10.5 11.6 NA 0.00 4.92 5.09 0.16 38 10.2 11.2 NA 0.00 5.09 5.25 0.16 39 9.9 10.9 NA 0.00 5.25 5.41 0.16 41 9.6 10.6 NA 0.00 5.41 5.58 0.16 42 9.4 10.3 NA 0.00 5.58 5.74 0.16 43 9.2 10.1 NA 0.00 5.74 5.91 0.16 43 8.8 9.7 NA 0.00 5.91 6.07 0.16 43 8.7 9.6 NA 0.00 6.07 6.23 0.16 43 8.8 9.7 NA 0.00 6.23 6.40 0.16 44 9.1 10.0 NA 0.00 6.40 6.56 0.16 45 9.2 10.1 NA 0.00 6.56 6.73 0.16 45 9.4 10.3 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 6.73 6.89 0.16 45 9.4 10.3 NA 0.00 0.36 NA NA NA 0 6.89 7.05 0.16 46 9.4 10.3 NA 0.00 0.36 NA NA NA 0 7.05 7.22 0.16 47 9.2 10.1 NA 0.00 0.36 NA NA NA 0 7.22 7.38 0.16 46 9.1 10.0 NA 0.00 0.36 NA NA NA 0 7.38 7.55 0.16 50 8.6 9.5 NA 0.00 0.36 NA NA NA 0 7.55 7.71 0.16 53 8.2 9.0 NA 0.00 0.36 NA NA NA 0 7.71 7.87 0.16 56 7.9 8.7 NA 0.00 0.36 NA NA NA 0 7.87 8.04 0.16 57 7.8 8.6 NA 0.00 0.36 NA NA NA 0 8.04 8.20 0.16 56 7.8 8.6 NA 0.00 0.36 NA NA NA 0 8.20 8.37 0.16 56 7.8 8.6 NA 0.00 0.38 NA NA NA 0 Plate C-19 Albus-Keefe & Associates, Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#zoo FS IY Percent (Z) EL TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) (.1) bleve (70)tv Top Bottom 8.37 8.53 0.16 58 7.5 8.3 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 58 7.5 8.3 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 59 7.4 8.1 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 60 7.4 8.1 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 61 7.3 8.0 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 62 7.3 8.0 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 64 7.2 7.9 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 67 7.0 71 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 67 7.0 7J NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 67 7.0 7.7 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 64 7.2 7.9 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 62 7.3 8.0 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 60 7.3 8.0 NA 0.00 0.42 NA NA NA C 10.50 10.66 0.16 68 6.9 7.6 NA 0.00 0.42 NA NA NA 10.66 10.83 0.16 70 6.8 7.5 NA 0.00 0.42 NA NA NA C 10.83 10.99 0.16 67 7.0 77 NA 0.00 0.42 NA NA NA C 10.99 11.15 0.16 67 7.0 7.7 NA 0.00 0.42 NA NA NA C 11.15 11.32 0.16 64 7.2 7.9 NA 0.00 0.42 NA NA NA C 11.32 11.48 0.16 65 7.2 7.9 NA 0.00 0.42 NA NA NA 11.48 11.65 0.16 66 7.0 7.7 NA 0.00 0.44 NA NA NA C 11.65 11.81 0.16 67 7.0 77 NA 0.00 0.44 NA NA NA C 11.81 11.98 0.16 68 6.9 7.6 NA 11.98 12.14 0.16 72 6.8 7.5 NA 12.14 12.30 0.16 74 6.7 7.4 NA 12.30 12.47 0.16 72 6.8 7.5 NA 12.47 12.63 0.16 66 6.9 7.6 NA 12.63 12.80 0.16 66 7.0 77 NA 12.80 12.96 0.16 64 7.2 7.9 NA 12.96 13.12 0.16 65 7.2 7.9 NA 13.12 13.29 0.16 65 7.2 7.9 NA 13.29 13.45 0.16 66 7.2 7.9 NA 13.45 13.62 0.16 69 7.0 77 NA 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 69 7.0 7.7 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 67 7.2 7.9 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 65 7.3 8.0 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 69 7.2 7.9 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 67 7.2 7.9 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 69 7.2 7.9 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 69 7.3 8.0 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 70 7.2 7.9 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 72 6.9 7.6 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 79 6.6 7.3 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 79 6.6 7.3 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 81 6.6 7.3 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 75 6.8 7.5 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 76 6.9 7.6 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 75 6.9 7.6 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 77 6.9 7.6 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 71 7.3 8.0 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 70 7.4 8.1 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 73 7.3 8.0 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 77 7.0 7J NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 77 6.9 7.6 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 73 7.0 77 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 67 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 69 7.6 8.4 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 67 7.9 8.7 NA 0.00 0.50 NA NA NA 0 Plate C-19 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N, 6 (N,)04,m FS IY Percent (2) gV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave o (in.) (3) 2,leve (70) Top Bottom 17.72 17.88 0.16 67 8.0 8.8 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 66 8.2 9.0 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 66 8.1 8.9 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 67 8.0 8.8 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 64 8.2 9.0 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 61 8.7 9.6 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 60 8.8 9.7 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 60 8.8 9.7 NA 0.00 19.03 19.19 0.16 62 8.6 9.5 NA 0.00 19.19 19.36 0.16 63 8.5 9.4 NA 0.00 19.36 19.52 0.16 61 8.5 9.4 NA 0.00 19.52 19.69 0.16 61 8.2 9.0 NA 0.00 19.69 19.85 0.16 65 7.8 8.6 NA 0.00 19.85 20.01 0.16 72 7.3 8.0 NA 0.00 20.01 20.18 0.16 76 6.9 7.6 NA 0.00 20.18 20.34 0.16 80 6.8 7.5 NA 0.00 20.34 20.51 0.16 87 6.7 7.4 NA 0.00 20.51 20.67 0.16 84 6.8 7.5 NA 0.00 20.67 20.83 0.16 82 6.9 7.6 NA 0.00 20.83 21.00 0.16 78 7.0 7J NA 0.00 21.00 21.16 0.16 85 6.9 7.6 NA 0.00 21.16 21.33 0.16 74 7.6 8.4 NA 0.00 21.33 21.49 0.16 53 10.0 11.0 NA 0.00 21.49 21.65 0.16 49 10.9 12.0 NA 0.00 21.65 21.82 0.16 4S 11.0 12.1 NA 0.00 21.82 21.98 0.16 43 11.1 12.2 NA 0.00 21.98 22.15 0.16 44 11.5 12.7 NA 0.00 22.15 22.31 0.16 36 14.1 15.5 NA 0.00 0.50 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 22.31 22.47 0.16 28 16.2 17.8 0.8 2.26 0.54 1.88 0.04 0.04 0.04 22.47 22.64 0.16 18 20.2 22.2 0.8 1.56 0.54 1.65 0.03 0.03 0.03 22.64 22.80 0.16 13 22.1 24.3 0.8 1.29 0.54 1.56 0.03 0.03 0.03 22.80 22.97 0.16 15 20.9 23.0 0.7 1.75 0.54 1.61 0.03 0.03 0.03 22.97 23.13 0.16 21 18.9 20.8 0.8 1.75 0.54 1.71 0.03 0.03 0.03 23.13 23.29 0.16 20 17.8 19.6 0.6 2.25 0.54 1.78 0.04 0.03 0.04 23.29 23.46 0.16 22 17.9 19.7 0.7 2.24 0.54 1.77 0.04 0.03 0.04 23.46 23.62 0.16 28 17.0 18.7 0.9 1.SO 0.54 1.83 0.03 0.04 0.03 23.62 23.79 0.16 38 13.9 15.3 NA 0.00 0.54 NA NA NA 0 23.79 23.95 0.16 51 11.0 12.1 NA 0.00 0.54 NA NA NA 0 23.95 24.11 0.16 53 10.5 11.6 NA 0.00 0.54 NA NA NA 0 24.11 24.28 0.16 50 10.8 11.9 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 30 15.5 17.1 0.8 2.41 0.54 1.93 0.05 0.04 0.04 24.44 24.61 0.16 30 15.9 17.5 0.8 2.33 0.54 1.90 0.05 0.04 0.04 24.61 24.77 0.16 38 13.2 14.5 NA 0.00 0.54 NA NA NA 0 24.77 24.93 0.16 47 10.9 12.0 NA 0.00 0.54 NA NA NA 0 24.93 25.10 0.16 50 10.2 11.2 NA 0.00 0.54 NA NA NA 0 25.10 25.26 0.16 48 10.2 11.2 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 44 11.0 12.1 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 44 11.7 12.9 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 44 12.7 14.0 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 43 13.5 14.9 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 47 13.0 14.3 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 48 12.4 13.6 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 49 12.0 13.2 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 53 11.0 12.1 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 53 10.8 11.9 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 54 10.3 11.3 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 55 10.3 11.3 NA 0.00 0.56 NA NA NA 0 Plate C-19 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval Crt)Soil layer thickness (ft) Fines <#200 FS IY Percent TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3)<leve (703 TOP Bottom 27.07 27.23 0.16 55 10.9 12.0 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 52 12.0 13.2 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 49 12.9 14.2 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 46 13.8 15.2 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 45 14.1 15.5 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 45 13.9 15.3 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 45 13.8 15.2 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 45 13.4 14.7 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 45 13.0 14.3 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 46 12.4 13.6 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 46 12.1 13.3 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 43 12.7 14.0 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 43 13.3 14.6 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 42 14.0 15.4 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 41 14.8 16.3 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 41 15.2 16.7 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 45 14.1 15.5 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 46 13.5 14.9 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 46 13.2 14.5 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 46 13.4 14.7 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 47 13.3 14.6 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 50 12.4 13.6 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 53 11.7 12.9 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 52 12.0 13.2 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 50 12.6 13.9 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 48 13.4 14.7 NA 31.33 31.50 0.16 48 13.3 14.6 NA 31.50 31.66 0.16 49 13.0 14.3 NA 31.66 31.82 0.16 48 13.0 14.3 NA 31.82 31.99 0.16 50 12.4 13.6 NA 31.99 32.15 0.16 50 12.2 13.4 NA 32.15 32.32 0.16 51 11.8 13.0 NA 32.32 32.48 0.16 55 11.4 12.5 NA 32.48 32.64 0.16 59 11.0 12.1 NA 32.64 32.81 0.16 59 10.9 12.0 NA 32.81 32.97 0.16 50 12.4 13.6 NA 32.97 33.14 0.16 50 12.4 13.6 NA 33.14 33.30 0.16 50 12.1 13.3 NA 33.30 33.46 0.16 55 11.1 12.2 NA 33.46 33.63 0.16 51 11.1 12.2 NA 33.63 33.79 0.16 51 10.5 11.6 NA 33.79 33.96 0.16 50 10.2 11.2 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 55 10.3 11.3 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 57 10.5 11.6 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 61 10.5 11.6 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 70 9.6 10.6 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 61 10.5 11.6 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 57 12.1 13.3 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 41 16.9 18.6 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 24 21.5 23.7 0.9 1.01 0.56 1.59 0.02 0.03 0.03 35.27 35.43 0.16 16 26.1 28.7 0.9 0.68 0.56 1.41 0.01 0.03 0.02 35.43 35.60 0.16 11 30.4 33.4 1.1 0.25 0.56 1.29 0.00 0.03 0.02 35.60 35.76 0.16 7 37.3 41.0 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 5 44.5 49.0 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 3 52.7 58.0 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 2 60.3 66.3 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 1 67.5 74.3 NA 0.00 0.56 NA NA NA 0 Plate C-19 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (Z) â‚¬. TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) e. Top Bottom 36.42 36.58 0.16 1 70.0 77.0 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 1 69.6 76.6 NA 0.00 0.54 NA NA NA 0 36.75 36.91 0.16 1 66.3 72.9 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 1 64.1 70.5 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 1 63.7 70.1 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 2 64.4 70.8 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 2 64.7 71.2 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 2 65.3 71.8 NA 0.00 0.54 NA NA NA 0 37.73 37.89 0.16 2 65.8 72.4 NA 0.00 0.54 NA NA NA 0 37.89 38.06 0.16 2 64.7 71.2 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 2 63.3 69.6 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 1 60.3 66.3 NA 0.00 0.54 NA NA NA 0 38.39 38.55 0.16 2 52.1 57.3 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 4 45.8 50.4 NA 0.00 0.54 NA NA NA 0 38.71 38.88 0.16 7 38.2 42.0 NA 0.00 0.54 NA NA NA 0 38.88 39.04 0.16 16 31.2 34.3 NA 0.00 0.54 NA NA NA 0 39.04 39.21 0.16 21 28.7 31.6 NA 0.00 0.54 NA NA NA 0 39.21 39.37 0.16 17 33.5 36.9 NA 0.00 0.54 NA NA NA 0 39.37 39.53 0.16 8 45.8 50.4 NA 0.00 0.54 NA NA NA 0 39.53 39.70 0.16 5 55.7 61.3 NA 0.00 0.54 NA NA NA 0 39.70 39.86 0.16 4 58.6 64.5 NA 0.00 0.54 NA NA NA 0 39.86 40.03 0.16 4 56.6 62.3 NA 0.00 0.54 NA NA NA 0 40.03 40.19 0.16 3 57.5 63.3 NA 0.00 0.54 NA NA NA 0 40.19 40.35 0.16 3 58.8 64.7 NA 0.00 0.54 NA NA NA 0 40.35 40.52 0.16 3 57.4 63.1 NA 0.00 0.54 NA NA NA 0 40.52 40.68 0.16 3 55.2 60.7 NA 0.00 0.54 NA NA NA 0 40.68 40.85 0.16 3 54.6 60.1 NA 0.00 0.54 NA NA NA 0 40.85 41.01 0.16 3 55.2 60.7 NA 0.00 0.54 NA NA NA 0' 41.01 41.17 0.16 3 55.1 60.6 NA 0.00 0.54 NA NA NA 0 41.17 41.34 0.16 3 54.1 59.5 NA 0.00 0.54 NA NA NA 0 41.34 41.50 0.16 3 51.2 56.3 NA 0.00 0.54 NA NA NA 0 41.50 41.67 0.16 4 48.8 53.7 NA 0.00 0.54 NA NA NA 0 1 41.67 41.83 0.16 5 48.1 52.9 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 4 49.5 54.5 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 4 51.7 56.9 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 4 53.5 58.9 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 3 55.1 60.6 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 3 56.5 62.2 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 2 59.4 65.3 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 1 69.2 76.1 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 0 98.6 108.5 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 0 103.5 113.9 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 0 100.9 111.0 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 0 94.2 103.6 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 0 86.2 94.8 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 1 57.3 63.0 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 6 41.9 46.1 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 16 28.2 31.0 1.0 0.41 0.52 1.35 0.01 0.03 0.02 44.29 44.46 0.16 29 19.7 21.7 0.9 1.17 0.52 1.67 0.02 0.03 0.03 44.46 44.62 0.16 50 13.5 14.9 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 52 11.5 12.7 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 51 10.8 11.9 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 51 10.5 11.6 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 51 10.3 11.3 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 49 10.5 11.6 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 48 11.0 12.1 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 43 12.4 13.6 NA 0.00 0.52 NA NA NA 0 Plate C-19 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (2) EV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. Top Bottom 45.77 45.93 0.16 42 13.4 14.7 45.93 46.10 0.16 44 13.8 15.2 46.10 46.26 0.16 45 14.5 16.0 46.26 46.42 0.16 44 15.9 17.5 46.42 46.59 0.16 46 16.0 17.6 46.59 46.75 0.16 49 15.7 17.3 46.75 46.92 0.16 43 16.3 17.9 46.92 47.08 0.16 43 16.0 17.6 47.08 47.24 0.16 48 16.0 17.6 47.24 47.41 0.16 45 19.0 20.9 47.41 47.57 0.16 40 23.2 25.5 47.57 47.74 0.16 47 20.7 22.8 47.74 47.90 0.16 50 19.6 21.6 47.90 48.06 0.16 45 21.6 23.8 48.06 48.23 0.16 42 23.2 25.5 48.23 48.39 0.16 39 24.7 27.2 48.39 48.56 0.16 39 23.2 25.5 48.56 48.72 0.16 40 21.0 23.1 48.72 48.88 0.16 30 22.8 25.1 48.88 49.05 0.16 37 23.1 25.4 49.05 49.21 0.16 37 20.8 22.9 49.21 49.38 0.16 20 23.7 26.1 m 0.00 0.52 NA NA NA 0 m 0.00 0.52 NA NA NA 0 m 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA 0 m 0.00 0.52 NA NA NA 0 - IXLAJ 0.00 0.52 NA NA NA 0 G[B 0.00 0.52 NA NA NA 0 G[B 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 m 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA 0 (m 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA O Im 0.00 0.52 NA NA NA O [ZA 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 m 0.00 0.52 NA NA NA 0 G!]B O.00 0.52 NA NA NA 0 , QB Â· O.00 0.52 NA NA NA 0 0.7 1.34 0.52 1.50 0.03 0.03 0.03 49.38 49.54 0.16 27 18.5 20.4 0.6 2.17 0.52 1.74 0.04 0.03 0.04 49.54 49.70 0.16 49 12.8 14.1 - 'GE 0.00 0.50 NA NA NA 0 49.70 49.87 0.16 66 10.0 11.0 0.00 0.50 NA NA NA 0 49.87 50.03 0.16 69 9.2 10.1 0.00 0.50 NA NA NA 0 50.03 50.20 0.16 67 9.1 10.0 0.00 0.50 NA NA NA 0 Notes:0.5 0.6 0.5 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (14,)6021.1 (Seed, 1994). (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N,)550Â· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (N I)60Â·.Â·Average Liquefaction Settlement (in): 0.5 (4) Volumetcric strain (Seed et al., 2003) using (N i )6(k,Â· Plate C-19 Albus-Keefe & Associates, inc.6 of 6 . ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-6 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thicknes5 (ft) Top Bottom 0.16 0.33 0.16 Fines <#Zoo (Ni).Ii (N,)53.,"' FS Sieve (%) 49 6.2 6.8 NA IY Percent 40 0.00 TS CSR*Percent IY 6 (in.) TSO (in.) Ave 6 (in.) 0.33 0.49 0.16 66 7.0 77 NA 0.00 0.49 0.66 0.16 48 8.4 9.2 NA 0.00 0.66 0.82 0.16 43 9.7 10.7 NA 0.00 0.82 0.98 0.16 48 9.7 10.7 NA 0.00 0.98 1.15 0.16 50 10.2 11.2 NA 0.00 1.15 1.31 0.16 47 10.4 11.4 NA 0.00 1.31 1.48 0.16 44 10.2 11.2 NA 0.00 1.48 1.64 0.16 44 9.7 10.7 NA 0.00 1.64 1.80 0.16 44 9.6 10.6 NA 0.00 1.80 1.97 0.16 46 9.4 10.3 NA 0.00 1.97 2.13 0.16 30 12.5 13.8 NA 0.00 2.13 2.30 0.16 29 13.4 14.7 NA 0.00 2.30 2.46 0.16 30 13.2 14.5 NA 0.00 2.46 2.62 0.16 32 12.9 14.2 NA 0.00 2.62 2.79 0.16 37 12.1 13.3 NA 0.00 2.79 2.95 0.16 41 11.4 12.5 NA 0.00 2.95 3.12 0.16 41 11.1 12.2 NA 0.00 3.12 3.28 0.16 42 10.9 12.0 NA 0.00 3.28 3.44 0.16 44 10.5 11.6 NA 0.00 3.44 3.61 0.16 49 9.6 10.6 NA 0.00 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 3.61 3.77 0.16 38 8.6 9.5 NA 0.00 3.77 3.94 0.16 41 8.2 9.0 NA 0.00 3.94 4.10 0.16 40 8.2 9.0 NA 0.00 4.10 4.27 0.16 40 8.2 9.0 NA 0.00 4.27 4.43 0.16 41 8.2 9.0 NA 0.00 4.43 4.59 0.16 41 8.2 9.0 NA 0.00 4.59 4.76 0.16 42 8.2 9.0 NA 0.00 4.76 4.92 0.16 42 8.1 8.9 NA 0.00 4.92 5.09 0.16 42 8.1 8.9 NA 0.00 5.09 5.25 0.16 43 7.9 8.7 NA 0.00 5.25 5.41 0.16 46 7.5 8.3 NA 0.00 5.41 5.58 0.16 48 7.3 8.0 NA 0.00 5.58 5.74 0.16 57 6.9 7.6 NA 0.00 5.74 5.91 0.16 51 7.2 7.9 NA 0.00 5.91 6.07 0.16 51 7.3 8.0 NA 0.00 6.07 6.23 0.16 50 7.4 8.1 NA 0.00 6.23 6.40 0.16 51 7.4 8.1 NA 0.00 6.40 6.56 0.16 50 7.5 8.3 NA 0.00 6.56 6.73 0.16 49 7.8 8.6 NA 0.00 6.73 6.89 0.16 46 8.1 8.9 NA 0.00 6.89 7.05 0.16 41 9.0 9.9 NA 0.00 7.05 7.22 0.16 37 10.3 11.3 NA 0.00 7.22 7.38 0.16 38 12.0 13.2 NA 0.00 7.38 7.55 0.16 35 12.8 14.1 NA 0.00 7.55 7.71 0.16 34 13.0 14.3 NA 0.00 7.71 7.87 0.16 40 11.6 12.8 NA 0.00 7.87 8.04 0.16 40 10.6 11.7 NA 0.00 8.04 8.20 0.16 41 10.5 11.6 NA 0.00 8.20 8.37 0.16 42 10.5 11.6 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.38 NA NA NA 0 Plate C-20 Albus-Keefe & Associates,Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).4, (N,)5<,c" FS IY Percent (2) TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bleve 2701 TOP Bottom 8.37 8.53 0.16 40 10.8 11.9 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 44 10.3 11.3 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 44 10.0 11.0 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 45 9.9 10.9 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 45 9.7 10.7 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 46 9.6 10.6 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 47 9.3 10.2 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 48 9.2 10.1 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 48 9.0 9.9 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 51 8.6 9.5 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 52 8.2 9.0 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 5S 8.0 8.8 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 55 7.9 8.7 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 54 7.9 8.7 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 55 7.8 8.6 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 56 7.6 8.4 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 55 7.8 8.6 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 57 7.8 8.6 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 57 7.6 8.4 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 57 7.5 8.3 NA 0.00 0.44 NA NA NA 11.65 11.81 0.16 59 7.4 8.1 NA 0.00 11.81 11.98 0.16 61 7.3 8.0 NA 0.00 11.98 12.14 0.16 62 7.2 7.9 NA 0.00 12.14 12.30 0.16 63 7.0 77 NA 0.00 12.30 12.47 0.16 64 7.0 77 NA 0.00 12.47 12.63 0.16 66 7.0 77 NA 0.00 12.63 12.80 0.16 68 7.0 77 NA 0.00 12.80 12.96 0.16 69 6.9 7.6 NA 0.00 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 12.96 13.12 0.16 70 6.8 7.5 NA 0.00 0.46 NA NA NA 0 13.12 13.29 0.16 69 6.8 7.5 NA 0.00 0.46 NA NA NA 0 13.29 13.45 0.16 72 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.45 13.62 0.16 75 6.6 7.3 NA 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 76 6.6 7.3 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 74 6.7 7.4 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 71 6.8 7.5 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 66 7.0 7.7 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 65 7.0 7.7 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 63 7.2 7.9 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 60 7.3 8.0 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 59 7.3 8.0 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 60 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 60 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 58 7.4 8.1 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 58 7.4 8.1 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 55 7.6 8.4 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 54 7.8 8.6 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 54 8.0 8.8 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 54 8.1 8.9 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 56 8.0 8.8 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 60 7.9 8.7 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 58 8.0 8.8 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 58 7.8 8.6 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 60 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 60 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 62 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 64 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 72 7.2 7.9 NA 0.00 0.50 NA NA NA 0 Plate C-20 Albus-Keefe & Associates,Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (1) E. TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bieve (70)4 Top Bottom 17.72 17.88 0.16 71 7.3 8.0 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 72 7.2 7.9 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 7S 6.9 7.6 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 78 6.8 7.5 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 74 6.9 7.6 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 75 6.8 7.5 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 72 7.0 7J NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 65 7.2 7.9 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 62 7.2 7.9 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 62 7.3 8.0 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 59 7.8 8.6 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 S3 8.8 9.7 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 52 9.3 10.2 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 53 9.6 10.6 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 52 9.7 10.7 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 S5 9.6 10.6 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 58 9.1 10.0 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 65 8.5 9.4 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 75 7.6 8.4 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 77 7.3 8.0 NA 0.00 0.52 NA NA NA 0 21.00 21.16 0.16 76 7.0 77 NA 0.00 0.52 NA NA NA 0 21.16 21.33 0.16 74 7.0 77 NA 0.00 0.52 NA NA NA 0 21.33 21.49 0.16 73 6.9 7.6 NA 0.00 0.52 NA NA NA 0 21.49 21.65 0.16 66 7.3 8.0 NA 0.00 0.52 NA NA NA 0 21.65 21.82 0.16 67 7.3 8.0 NA 0.00 0.52 NA NA NA 0 21.82 21.98 0.16 68 7.2 7.9 NA 0.00 0.52 NA NA NA 0 21.98 22.15 0.16 65 7.3 8.0 NA 0.00 0.52 NA NA NA 0 22.15 22.31 0.16 61 7.4 8.1 NA 0.00 0.52 NA NA NA 0 22.31 22.47 0.16 60 7.4 8.1 NA 0.00 0.54 NA NA NA 0 22.47 22.64 0.16 60 7.3 8.0 NA 0.00 0.54 NA NA NA 0 22.64 22.80 0.16 64 7.3 8.0 NA 0.00 0.54 NA NA NA 0 22.80 22.97 0.16 67 7.3 8.0 NA 0.00 0.54 NA NA NA 0 22.97 23.13 0.16 65 7.6 8.4 NA 0.00 0.54 NA NA NA 0 23.13 23.29 0.16 59 8.4 9.2 NA 0.00 0.54 NA NA NA 0 23.29 23.46 0.16 56 9.0 9.9 NA 0.00 0.54 NA NA NA 0 23.46 23.62 0.16 55 8.7 9.6 NA 0.00 0.54 NA NA NA 0 23.62 23.79 0.16 61 8.2 9.0 NA 0.00 0.54 NA NA NA 0 23.79 23.95 0.16 64 8.2 9.0 NA 0.00 0.54 NA NA NA 0 23.95 24.11 0.16 47 10.3 11.3 NA 0.00 0.54 NA NA NA 0 24.11 24.28 0.16 42 11.8 13.0 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 45 11.8 13.0 NA 0.00 0.54 NA NA NA 0 24.44 24.61 0.16 48 11.7 12.9 NA 0.00 0.54 NA NA NA 0 24.61 24.77 0.16 53 10.8 11.9 NA 0.00 0.54 NA NA NA 0 24.77 24.93 0.16 62 9.3 10.2 NA 0.00 0.54 NA NA NA 0 24.93 25.10 0.16 60 9.1 10.0 NA 0.00 0.54 NA NA NA 0 25.10 25.26 0.16 54 9.8 10.8 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 52 10.6 11.7 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 50 11.7 12.9 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 48 12.7 14.0 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 46 13.8 15.2 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 49 13.3 14.6 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 50 13.2 14.5 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 50 13.0 14.3 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 53 12.4 13.6 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 54 12.3 13.5 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 54 12.0 13.2 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 56 11.1 12.2 NA 0.00 0.56 NA NA NA 0 Plate C-20 Albus-Keefe & Associates, fnc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).c (N,)55.<.m FS IY Percent (2) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 8 (in.) {3) bleve <70) Top Bottom 27.07 27.23 0.16 58 10.6 11.7 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 58 10.5 11.6 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 57 10.6 11.7 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 59 10.5 11.6 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 62 10.2 11.2 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 64 9.7 10.7 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 64 9.3 10.2 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 63 9.2 10.1 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 59 9.4 10.3 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 55 10.0 11.0 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 52 10.5 11.6 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 47 11.4 12.5 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 45 12.0 13.2 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 45 12.3 13.5 NA 0.00 0.56 NA NA NA 29.36 29.53 0.16 46 12.6 13.9 NA 29.53 29.69 0.16 46 12.7 14.0 NA 29.69 29.86 0.16 47 12.7 14.0 NA 29.86 30.02 0.16 47 12.7 14.0 NA 30.02 30.18 0.16 45 12.9 14.2 NA 30.18 30.35 0.16 41 14.0 15.4 NA 30.35 30.51 0.16 41 14.0 15.4 NA 30.51 30.68 0.16 42 13.6 15.0 NA 30.68 30.84 0.16 40 14.0 15.4 NA 30.84 31.00 0.16 39 14.6 16.1 NA 31.00 31.17 0.16 38 15.9 17.5 NA 31.17 31.33 0.16 38 17.8 19.6 NA 31.33 31.50 0.16 38 19.3 21.2 NA 31.50 31.66 0.16 41 18.6 20.5 NA 31.66 31.82 0.16 37 20.4 22.4 NA 31.82 31.99 0.16 41 18.1 19.9 NA 31.99 32.15 0.16 41 16.9 18.6 NA 32.15 32.32 0.16 42 15.9 17.5 NA 32.32 32.48 0.16 42 15.3 16.8 NA 32.48 32.64 0.16 42 14.4 15.8 NA 32.64 32.81 0.16 46 13.9 15.3 NA 32.81 32.97 0.16 45 14.4 15.8 NA 32.97 33.14 0.16 44 15.2 16.7 NA 33.14 33.30 0.16 45 15.4 16.9 NA 33.30 33.46 0.16 43 16.5 18.2 NA 33.46 33.63 0.16 41 17.4 19.1 NA 33.63 33.79 0.16 44 16.4 18.0 NA 33.79 33.96 0.16 43 17.2 18.9 NA 33.96 34.12 0.16 42 18.2 20.0 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 46 16.9 18.6 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 46 17.0 18.7 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 47 16.2 17.8 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 50 15.2 16.7 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 49 15.1 16.6 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 50 15.3 16.8 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 42 19.0 20.9 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 35 23.7 26.1 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 37 21.4 23.5 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 43 19.5 21.5 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 47 17.7 19.5 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 51 15.7 17.3 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 52 15.1 16.6 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 54 13.6 15.0 NA 0.00 0.56 NA NA NA 0 Plate C-20 Albus-Keefe & Associates,Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N, 6 (N,)552" FS Sieve (%) IY Percent (2) GV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) el Top Bottom 36.42 36.58 0.16 55 12.6 13.9 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 54 12.0 13.2 NA 0.00 0.54 NA NA NA 0 36.75 36.91 0.16 61 10.6 11.7 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 66 9.9 10.9 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 74 9.2 10.1 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 71 9.3 10.2 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 68 9.8 10.8 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 61 11.1 12.2 NA 0.00 0.54 NA NA NA 0 37.73 37.89 0.16 51 14.2 15.6 NA 0.00 0.54 NA NA NA 0 37.89 38.06 0.16 27 22.4 24.6 1.2 0.35 0.54 1.55 0.01 0.03 0.02 38.06 38.22 0.16 17 27.5 30.3 1.0 0.44 0.54 1.37 0.01 0.03 0.02 38.22 38.39 0.16 13 26.9 29.6 0.8 0.83 0.54 1.39 0.02 0.03 0.02 38.39 38.55 0.16 19 25.0 27.5 0.9 0.75 0.54 1.45 0.01 0.03 0.02 38.55 38.71 0.16 29 21.6 23.8 NA 0.00 38.71 38.88 0.16 38 18.9 20.8 NA 0.00 38.88 39.04 0.16 15 28.8 31.7 1.1 0.30 39.04 39.21 0.16 7 41.3 45.4 NA 0.00 39.21 39.37 0.16 4 50.6 55.7 NA 0.00 39.37 39.53 0.16 2 57.6 63.4 NA 0.00 39.53 39.70 0.16 1 63.2 69.5 NA 0.00 39.70 39.86 0.16 1 67.5 74.3 NA 0.00 39.86 40.03 0.16 1 69.3 76.2 NA 0.00 40.03 40.19 0.16 1 71.0 78.1 NA 0.00 40.19 40.35 0.16 1 72.1 79.3 NA 0.00 40.35 40.52 0.16 1 72.2 79.4 NA 0.00 40.52 40.68 0.16 1 71.9 79.1 NA 0.00 40.68 40.85 0.16 1 71.1 78.2 NA 0.00 40.85 41.01 0.16 1 70.5 77.6 NA 0.00 41.01 41.17 0.16 1 69.9 76.9 NA 0.00 41.17 41.34 0.16 1 68.9 75.8 NA 0.00 41.34 41.50 0.16 1 68.4 75.2 NA 0.00 41.50 41.67 0.16 1 67.9 74.7 NA 0.00 41.67 41.83 0.16 1 67.2 73.9 NA 0.00 41.83 41.99 0.16 1 68.0 74.8 NA 0.00 41.99 42.16 0.16 1 69.6 76.6 NA 0.00 42.16 42.32 0.16 1 70.7 77.8 NA 0.00 42.32 42.49 0.16 1 72.4 79.6 NA 0.00 42.49 42.65 0.16 3 74.4 81.8 NA 0.00 42.65 42.81 0.16 5 77.8 85.6 NA 0.00 42.81 42.98 0.16 2 81.0 89.1 NA 0.00 42.98 43.14 0.16 1 82.8 91.1 NA 0.00 43.14 43.31 0.16 2 76.5 84.2 NA 0.00 43.31 43.47 0.16 2 74.8 82.3 NA 0.00 43.47 43.64 0.16 1 73.7 81.1 NA 0.00 43.64 43.80 0.16 1 71.5 78.7 NA 0.00 43.80 43.96 0.16 1 69.8 76.8 NA 0.00 43.96 44.13 0.16 1 71.1 78.2 NA 0.00 44.13 44.29 0.16 1 71.6 78.8 NA 0.00 44.29 44.46 0.16 1 70.4 77.4 NA 0.00 44.46 44.62 0.16 1 71.9 79.1 NA 0.00 44.62 44.78 0.16 1 72.5 79.8 NA 0.00 44.78 44.95 0.16 1 72.8 80.1 NA 0.00 44.95 45.11 0.16 1 75.6 83.2 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 1.33 0.01 0.03 0.02 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 1 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 45.11 45.28 0.16 0 81.1 89.2 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 0 83.6 92.0 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 1 79.9 87.9 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 1 77.3 85.0 NA 0.00 0.52 NA NA NA 0 Plate C-20 Albus-Keefe & Associates, Inc.5 of 6 Depth lutenal (ft)Soil Inier thickne Aft) Finer <#200 (N,).0-n (Ni)54â€¢ Sieve (51) 13' Percent FS 'i, 6, IS CSR.Percent 1Â¥8 (in.) T>,6 (in.) Ave6 (in.) E. TOP Hotton) 45.77 45.93 0.16 1 762 838 0.00 052 NA NA NA 0 45.93 46.10 016 2 738 81 2 0.00 0.52 NA NA NA 0 46.10 46.26 0.16 2 701 77 1 0.00 0.52 NA NA NA 0 46.26 46.42 016 2 68 2 750 0.00 0.52 NA NA NA 0 46.42 46.59 0.16 2 66 5 732 0,00 0.52 NA NA NA 0 46.59 46.75 016 1 66 2 72 8 0.00 0.52 NA NA NA 0 46.75 46.92 0.16 1 580 638 0.00 0.52 NA NA NA 0 46.92 47.08 016 6 405 44 6 0.00 052 NA NA NA 0 47.08 47.24 016 13 29 3 32 2 09 0.46 0.52 1.32 001 003 0.02 47.24 47.41 0.16 23 213 234 07 1.69 052 1.60 003 0.03 0.03 47.41 4757 0.16 45 14 5 160 0.00 0.52 NA NA NA 0 47.57 47.74 016 52 11 6 128 0.00 052 NA NA NA 0 47.74 47.90 016 51 106 117 0.00 052 NA NA NA 0 47.90 48.06 016 49 103 11 3 0.00 0.52 NA NA NA 0 48.06 48.23 016 53 104 11 4 m 0.00 052 NA NA NA 0 48.23 48.39 016 55 105 116 0.00 0.52 NA NA NA 0 48.39 48.56 016 58 10 2 112 0.00 052 NA NA NA 0 48.56 48.72 0.16 61 96 10.6 Im 0.00 052 NA NA NA 0 48.72 48.88 0.16 59 9.7 10.7 .m 0.00 0.52 NA NA NA 0 48.83 49.05 0.16 59 99 10 9 0.00 0.52 NA NA NA 0 49.05 49.21 0.16 58 10.2 11.2 0.00 0.52 NA NA NA 0 49.21 49.38 0.16 62 9.9 109 0,00 0.52 NA NA NA 0 49.38 49.54 0.16 62 98 10 8 0,00 0.52 NA NA NA 0 49.54 49.70 0.16 64 96 10 6 0.00 0.50 NA NA NA 0 49.70 49.87 0.16 58 99 10 9 0.00 0.50 NA NA NA 0 49.87 50.03 0.16 57 99 109 0.00 0.50 NA NA NA 0 50.03 50.20 0.16 59 97 107 0,00 0.50 NA NA NA 0 Note:0.1 0.2 0.1 C I ) liffectiu: 1.R=55% norm.th/ed standard petictration reor,tance fur clean sands, ( N'i),, 12) Volumetric strain (Ishih ira and Yosh imine, 1092) uing (Nl),.<, [ 1) Volumetric grain (-Cokimatsuand Seed, 1987) using (Ni).,â€ž (4) Volitineten: strain (Sced el al , 2003) uhing (Ni),40 i.1 (Seed, 1994) Average Liquefaction Settlement (in):0.1 Plate 020 4/bits-A-eefe & .4.gociates, /,ic 6 of 6 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-7 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 (Nt).es (N,)sg Sieve (%) 16 10.4 11.4 FS NA IY Percent (2) 8. 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) 0.33 0.49 0.16 28 15.1 16.6 NA 0.00 0.49 0.66 0.16 11 25.1 27.6 NA 0.00 0.66 0.82 0.16 8 30.0 33.0 NA 0.00 0.82 0.98 0.16 13 21.9 24.1 NA 0.00 0.98 1.15 0.16 22 15.7 17.3 NA 0.00 1.15 1.31 0.16 32 12.6 13.9 NA 0.00 1.31 1.48 0.16 50 9.4 10.3 NA 0.00 1.48 1.64 0.16 43 9.8 10.8 NA 0.00 1.64 1.80 0.16 36 11.1 12.2 NA 0.00 1.80 1.97 0.16 40 10.9 12.0 NA 0.00 1.97 2.13 0.16 41 10.3 11.3 NA 0.00 2.13 2.30 0.16 43 9.9 10.9 NA 0.00 2.30 2.46 0.16 46 9.7 10.7 NA 0.00 2.46 2.62 0.16 49 9.2 10.1 NA 0.00 2.62 2.79 0.16 51 9.0 9.9 NA 0.00 2.79 2.95 0.16 53 8.5 9.4 NA 0.00 2.95 3.12 0.16 54 8.5 9.4 NA 0.00 3.12 3.28 0.16 48 9.0 9.9 NA 0.00 3.28 3.44 0.16 50 8.7 9.6 NA 0.00 3.44 3.61 0.16 51 8.6 9.5 NA 0.00 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 3.61 3.77 0.16 47 9.2 10.1 NA 0.00 3.77 3.94 0.16 45 9.6 10.6 NA 0.00 3.94 4.10 0.16 44 9.8 10.8 NA 0.00 4.10 4.27 0.16 46 9.4 10.3 NA 0.00 4.27 4.43 0.16 46 9.0 9.9 NA 0.00 4.43 4.59 0.16 46 8.7 9.6 NA 0.00 4.59 4.76 0.16 47 8.5 9.4 NA 0.00 4.76 4.92 0.16 46 8.5 9.4 NA 0.00 4.92 5.09 0.16 43 8.7 9.6 NA 0.00 5.09 5.25 0.16 43 9.1 10.0 NA 0.00 5.25 5.41 0.16 41 9.7 10.7 NA 0.00 5.41 5.58 0.16 40 10.4 11.4 NA 0.00 5.58 5.74 0.16 41 10.5 11.6 NA 0.00 5.74 5.91 0.16 42 10.4 11.4 NA 0.00 5.91 6.07 0.16 43 10.2 11.2 NA 0.00 6.07 6.23 0.16 44 9.8 10.8 NA 0.00 6.23 6.40 0.16 37 9.4 10.3 NA 0.00 6.40 6.56 0.16 38 9.1 10.0 NA 0.00 6.56 6.73 0.16 38 9.0 9.9 NA 0.00 6.73 6.89 0.16 40 8.7 9.6 NA 0.00 6.89 7.05 0.16 40 8.5 9.4 NA 0.00 7.05 7.22 0.16 40 8.6 9.5 NA 0.00 7.22 7.38 0.16 39 8.7 9.6 NA 0.00 7.38 7.55 0.16 40 8.8 9.7 NA 0.00 7.55 7.71 0.16 41 8.8 9.7 NA 0.00 7.71 7.87 0.16 41 8.7 9.6 NA 0.00 7.87 8.04 0.16 43 8.5 9.4 NA 0.00 8.04 8.20 0.16 43 8.5 9.4 NA 0.00 8.20 8.37 0.16 41 8.8 9.7 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 1 0.38 NA NA NA 0 1 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.38 NA NA NA 0 Plate C-21 Albus-Keefe & Associates, Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (2) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bleVe (70, Top Bottom 8.37 8.53 0.16 40 9.0 9.9 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 40 9.1 10.0 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 43 8.8 9.7 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 44 8.7 9.6 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 46 8.5 9.4 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 47 8.5 9.4 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 46 8.6 9.5 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 47 8.5 9.4 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 51 8.1 8.9 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 50 7.9 8.7 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 52 7.8 8.6 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 52 7.5 8.3 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 53 7.4 8.1 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 S3 7.4 8.1 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 55 7.4 8.1 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 55 7.3 8.0 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 58 7.0 7J NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 59 6.9 7.6 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 57 6.9 7.6 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 60 6.9 7.6 NA 0.00 0.44 NA NA NA 0 11.65 11.81 0.16 63 6.8 7.5 NA 0.00 0.44 NA NA NA 0 11.81 11.98 0.16 60 6.9 7.6 NA 0.00 0.44 NA NA NA 0 11.98 12.14 0.16 61 6.8 7.5 NA 0.00 0.44 NA NA NA 0 12.14 12.30 0.16 62 6.7 7.4 NA 0.00 0.44 NA NA NA 0 12.30 12.47 0.16 60 6.8 7.5 NA 0.00 0.44 NA NA NA 0 12.47 12.63 0.16 60 6.8 7.5 NA 0.00 0.44 NA NA NA 0 12.63 12.80 0.16 59 6.8 7.5 NA 0.00 0.44 NA NA NA 0 12.80 12.96 0.16 63 6.7 7.4 NA 0.00 0.44 NA NA NA 0 12.96 13.12 0.16 69 6.6 7.3 NA 0.00 0.46 NA NA NA 0 13.12 13.29 0.16 70 6.4 7.0 NA 0.00 0.46 NA NA NA 0 13.29 13.45 0.16 70 6.3 6.9 NA 0.00 0.46 NA NA NA 0 13.45 13.62 0.16 61 6.6 7.3 NA 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 59 6.8 7.5 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 59 6.9 7.6 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 59 7.0 77 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 60 7.0 77 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 60 7.0 7.7 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 58 7.2 7.9 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 56 7.3 8.0 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 55 7.3 8.0 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 54 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 56 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 55 7.4 8.1 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 54 7.4 8.1 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 54 7.4 8.1 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 50 7.8 8.6 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 50 8.0 8.8 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 49 8.4 9.2 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 49 8.5 9.4 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 51 8.4 9.2 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 54 8.1 8.9 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 51 8.1 8.9 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 51 8.1 8.9 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 52 8.0 8.8 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 53 7.9 8.7 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 53 7.9 8.7 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 54 7.6 8.4 NA 0.00 0.50 NA NA NA 0 Plate C-21 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Top Bottom Fines <#200 FS Sieve (%) IY Percent TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 17.72 17.88 0.16 56 7.4 8.1 NA 0.00 17.88 18.04 0.16 60 7.3 8.0 NA 0.00 18.04 18.21 0.16 51 7.4 8.1 NA 0.00 18.21 18.37 0.16 46 7.5 8.3 NA 0.00 18.37 18.54 0.16 63 6.8 7.5 NA 0.00 18.54 18.70 0.16 61 7.0 77 NA 0.00 18.70 18.86 0.16 56 7.6 8.4 NA 0.00 18.86 19.03 0.16 58 7.9 8.7 NA 0.00 19.03 19.19 0.16 60 7.9 8.7 NA 0.00 19.19 19.36 0.16 63 7.6 8.4 NA 0.00 19.36 19.52 0.16 65 7.5 8.3 NA 0.00 19.52 19.69 0.16 65 7.4 8.1 NA 0.00 19.69 19.85 0.16 63 7.4 8.1 NA 0.00 19.85 20.01 0.16 59 7.6 8.4 NA 0.00 20.01 20.18 0.16 54 8.2 9.0 NA 0.00 20.18 20.34 0.16 54 8.4 9.2 NA 0.00 20.34 20.51 0.16 53 8.6 9.5 NA 0.00 20.51 20.67 0.16 51 8.7 9.6 NA 0.00 20.67 20.83 0.16 50 9.0 9.9 NA 0.00 20.83 21.00 0.16 50 9.1 10.0 NA 0.00 21.00 21.16 0.16 51 9.1 10.0 NA 0.00 21.16 21.33 0.16 52 9.0 9.9 NA 0.00 21.33 21.49 0.16 54 8.7 9.6 NA 0.00 21.49 21.65 0.16 56 8.5 9.4 NA 0.00 21.65 21.82 0.16 59 8.0 8.8 NA 0.00 21.82 21.98 0.16 61 7.6 8.4 NA 0.00 0.50 NA NA NA 0 0.50 NA NA NA 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 21.98 22.15 0.16 63 7.6 8.4 NA 0.00 22.15 22.31 0.16 51 8.5 9.4 NA 0.00 22.31 22.47 0.16 42 9.1 10.0 NA 0.00 22.47 22.64 0.16 50 8.6 9.5 NA 0.00 22.64 22.80 0.16 48 8.6 9.5 NA 0.00 22.80 22.97 0.16 59 8.5 9.4 NA 0.00 22.97 23.13 0.16 63 8.7 9.6 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0I 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 23.13 23.29 0.16 40 12.4 13.6 NA 0.00 0.54 NA NA NA 0 23.29 23.46 0.16 35 14.1 15.5 0.8 2.70 0.54 2.04 0.05 0.04 0.05 23.46 23.62 0.16 30 15.0 16.5 0.7 2.62 0.54 1.97 0.05 0.04 0.05 23.62 23.79 0.16 27 14.5 16.0 0.5 2.69 0.54 2.01 0.05 0.04 0.05 23.79 23.95 0.16 21 16.6 18.3 0.6 2.41 0.54 1.85 0.05 0.04 0.04 23.95 24.11 0.16 30 13.9 15.3 0.5 2.77 0.54 2.06 0.05 0.04 0.05 24.11 24.28 0.16 44 10.9 12.0 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 50 9.2 10.1 NA 0.00 24.44 24.61 0.16 60 7.8 8.6 NA 0.00 24.61 24.77 0.16 55 8.2 9.0 NA 0.00 24.77 24.93 0.16 49 9.4 10.3 NA 0.00 24.93 25.10 0.16 45 11.0 12.1 NA 0.00 25.10 25.26 0.16 45 11.7 12.9 NA 0.00 25.26 25.43 0.16 44 12.3 13.5 NA 0.00 25.43 25.59 0.16 45 12.6 13.9 NA 0.00 25.59 25.75 0.16 43 13.6 15.0 NA 0.00 25.75 25.92 0.16 40 15.1 16.6 NA 0.00 25.92 26.08 0.16 42 15.1 16.6 NA 0.00 26.08 26.25 0.16 42 14.6 16.1 NA 0.00 26.25 26.41 0.16 42 13.9 15.3 NA 0.00 26.41 26.57 0.16 43 13.0 14.3 NA 0.00 26.57 26.74 0.16 39 13.2 14.5 NA 0.00 26.74 26.90 0.16 37 14.1 15.5 NA 0.00 26.90 27.07 0.16 33 16.7 18.4 1.0 1.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.56 1.85 0.02 0.04 0.03 Plate C-21 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (1) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 8 (in.) (3) Oleve (701 TOP Bottom 27.07 27.23 0.16 35 17.6 19.4 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 40 17.2 18.9 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 41 17.5 19.3 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 40 17.7 19.5 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 44 15.6 17.2 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 45 14.2 15.6 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 41 14.0 15.4 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 40 13.5 14.9 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 40 13.4 14.7 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 39 13.4 14.7 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 38 13.4 14.7 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 40 12.9 14.2 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 45 11.4 12.5 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 40 12.0 13.2 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 37 12.3 13.5 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 36 12.7 14.0 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 37 14.1 15.5 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 34 16.6 18.3 1.0 1.00 0.56 1.85 0.02 0.04 0.( 30.02 30.18 0.16 39 17.2 18.9 NA 0.00 0.56 NA NA NA C 30.18 30.35 0.16 37 18.9 20.8 NA 0.00 0.56 NA NA NA C 30.35 30.51 0.16 36 20.7 22.8 NA 0.00 0.56 NA NA NA C 30.51 30.68 0.16 33 22.6 24.9 NA 0.00 0.56 NA NA NA C 30.68 30.84 0.16 39 20.1 22.1 NA 0.00 0.56 NA NA NA C 30.84 31.00 0.16 43 17.1 18.8 NA 0.00 0.56 NA NA NA C 31.00 31.17 0.16 45 15.3 16.8 NA 0.00 0.56 NA NA NA C 31.17 31.33 0.16 46 13.9 15.3 NA 31.33 31.50 0.16 44 13.6 15.0 NA 31.50 31.66 0.16 43 13.0 14.3 NA 31.66 31.82 0.16 42 12.7 14.0 NA 31.82 31.99 0.16 43 12.4 13.6 NA 31.99 32.15 0.16 49 11.2 12.3 NA 32.15 32.32 0.16 49 11.1 12.2 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 47 11.0 12.1 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 50 10.2 11.2 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 56 9.2 10.1 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 53 9.6 10.6 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 49 10.9 12.0 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 46 12.4 13.6 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 45 13.4 14.7 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 48 13.0 14.3 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 45 13.8 15.2 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 40 15.6 17.2 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 28 18.7 20.6 0.8 1.78 0.56 1.73 0.03 0.03 0.03 34.12 34.28 0.16 20 21.9 24.1 0.8 1.32 0.56 1.57 0.03 0.03 0.03 34.28 34.45 0.16 16 24.8 27.3 0.8 1.02 0.56 1.46 0.02 0.03 0.02 34.45 34.61 0.16 13 27.9 30.7 1.0 0.42 0.56 1.36 0.01 0.03 0.02 34.61 34.78 0.16 9 29.4 32.3 0.9 0.45 0.56 1.32 0.01 0.03 0.02 34.78 34.94 0.16 5 29.5 32.5 0.8 0.63 0.56 1.31 0.01 0.03 0.02 34.94 35.10 0.16 6 30.3 33.3 0.8 0.57 0.56 1.29 0.01 0.03 0.02 35.10 35.27 0.16 7 30.9 34.0 0.9 0.34 0.56 1.28 0.01 0.03 0.02 35.27 35.43 0.16 6 33.2 36.5 1.0 0.21 0.56 1.22 0.00 0.02 0.01 35.43 35.60 0.16 6 35.4 38.9 1.2 0.14 0.56 1.18 0.00 0.02 0.01 35.60 35.76 0.16 5 37.4 41.1 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 5 39.3 43.2 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 5 41.6 45.8 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 4 44.6 49.1 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 3 46.0 50.6 NA 0.00 0.56 NA NA NA 0 Plate C-21 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer- thickness (ft) Fines <#200 (Nt),... (N, )32" FS Sieve (%) IY Percent (2) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. TOP Bottom 36.42 36.58 0.16 3 46.1 50.7 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 2 47.4 52.1 NA 0.00 0.54 NA NA NA 0 36.75 36.91 0.16 2 47.8 52.6 NA 0.00 36.91 37.07 0.16 2 48.8 53.7 NA 0.00 37.07 37.24 0.16 2 49.2 54.1 NA 0.00 37.24 37.40 0.16 2 48.8 53.7 NA 0.00 37.40 37.57 0.16 2 48.7 53.6 NA 0.00 37.57 37.73 0.16 2 48.4 53.2 NA 0.00 37.73 37.89 0.16 1 48.3 53.1 NA 0.00 37.89 38.06 0.16 1 47.8 52.6 NA 0.00 38.06 38.22 0.16 1 46.3 50.9 NA 0.00 38.22 38.39 0.16 1 46.7 51.4 NA 0.00 38.39 38.55 0.16 1 46.6 51.3 NA 0.00 38.55 38.71 0.16 2 46.4 51.0 NA 0.00 38.71 38.88 0.16 2 47.1 51.8 NA 0.00 38.88 39.04 0.16 2 47.6 52.4 NA 0.00 39.04 39.21 0.16 1 47.9 52.7 NA 0.00 39.21 39.37 0.16 1 49.0 53.9 NA 0.00 39.37 39.53 0.16 1 52.9 58.2 NA 0.00 39.53 39.70 0.16 1 58.0 63.8 NA 0.00 39.70 39.86 0.16 1 62.2 68.4 NA 0.00 39.86 40.03 0.16 1 64.6 71.1 NA 0.00 40.03 40.19 0.16 1 64.0 70.4 NA 0.00 40.19 40.35 0.16 1 62.4 68.6 NA 0.00 40.35 40.52 0.16 1 60.4 66.4 NA 0.00 40.52 40.68 0.16 2 59.5 65.5 NA 0.00 40.68 40.85 0.16 1 61.3 67.4 NA 0.00 40.85 41.01 0.16 1 57.3 63.0 NA 0.00 41.01 41.17 0.16 1 56.0 61.6 NA 0.00 41.17 41.34 0.16 1 54.3 59.7 NA 0.00 41.34 41.50 0.16 1 51.0 56.1 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 1 0.54 NA NA NA 0 1 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 41.50 41.67 0.16 2 47.8 52.6 NA 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 2 45.2 49.7 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 2 43.6 48.0 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 3 40.5 44.6 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 6 35.2 38.7 1.0 0.16 0.54 1.18 0.00 0.02 0.01 42.32 42.49 0.16 12 31.2 34.3 1.0 0.28 0.54 1.27 0.01 0.02 0.02 42.49 42.65 0.16 16 29.8 32.8 1.1 0.27 0.54 1.30 0.01 0.03 0.02 42.65 42.81 0.16 16 31.2 34.3 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 18 28.7 31.6 1.2 0.23 0.54 1.33 0.00 0.03 0.02 42.98 43.14 0.16 21 26.3 28.9 1.2 0.27 0.54 1.41 0.01 0.03 0.02 43.14 43.31 0.16 30 21.6 23.8 1.2 0.36 0.54 1.58 0.01 0.03 0.02 43.31 43.47 0.16 39 18.1 19.9 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 48 14.2 15.6 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 58 11.5 12.7 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 60 10.2 11.2 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 61 9.4 10.3 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 61 9.2 10.1 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 58 9.2 10.1 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 60 9.2 10.1 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 61 9.2 10.1 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 60 9.2 10.1 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 63 9.1 10.0 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 46 13.9 15.3 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 36 22.4 24.6 NA 0.00 0.52 NA NA NA 45.44 45.60 0.16 27 29.2 32.1 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 41 22.6 24.9 NA 0.00 0.52 NA NA NA 0 Plate C-21 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,)60. (Ni)2" FS Sieve (%) IY Percent (2) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) (3) G, Top Bottom 45.77 45.93 0.16 42 19.8 21.8 45.93 46.10 0.16 43 19.0 20.9 46.10 46.26 0.16 29 27.6 30.4 46.26 46.42 0.16 24 35.3 38.8 46.42 46.59 0.16 19 43.0 47.3 46.59 46.75 0.16 14 48.4 53.2 46.75 46.92 0.16 13 50.3 55.3 46.92 47.08 0.16 13 51.1 56.2 47.08 47.24 0.16 12 49.6 54.6 47.24 47.41 0.16 12 46.7 51.4 47.41 47.57 0.16 13 42.7 47.0 47.57 47.74 0.16 15 37.6 41.4 47.74 47.90 0.16 20 32.5 35.8 47.90 48.06 0.16 25 28.3 31.1 48.06 48.23 0.16 21 28.2 31.0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA O 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 48.23 48.39 0.16 13 31.5 34.7 1.0 0.26 0.52 1.26 0.01 0.02 0.02 48.39 48.56 0.16 8 30.9 34.0 0.8 0.52 0.52 1.28 0.01 0.03 0.02 48.56 48.72 0.16 6 30.6 33.7 0.7 0.63 0.52 1.28 0.01 0.03 0.02 48.72 48.88 0.16 6 28.2 31.0 0.6 1.02 0.52 1.35 0.02 0.03 0.02 48.88 49.05 0.16 11 23.5 25.9 0.5 1.72 0.52 1.50 0.03 0.03 0.03 49.05 49.21 0.16 24 18.3 20.1 0.5 2.19 0.52 1.75 0.04 0.03 0.04 49.21 49.38 0.16 52 12.4 0.00 0.52 NA NA NA 0 49.38 49.54 0.16 65 9.7 10.7 0.00 0.52 NA NA NA 0 49.54 49.70 0.16 59 10.2 11.2 Â·Â· QB 0.00 0.50 NA NA NA 0 49.70 49.87 0.16 40 15.1 16.6 0.00 0.50 NA NA NA 0 49.87 50.03 0.16 16 18.0 19.8 0.4 2.22 0.50 1.77 0.04 0.03 0.04 50.03 50.20 0.16 15 19.9 21.9 0.4 2.05 0.50 1.66 0.04 0.03 0.04 Notes:0.7 0.9 0.8 (1) Effective ER==55% normalized standard penetration resistance for clean sands, (N,)600*|-| (Sced, 1994). (2) Volumetric strain ([shihara and Yoshimine, 1992) using (N,)53.c,Â· (3) Volumetric strain (Tokimatsu and Seed, 1987) using eli)600Â·Average Liquefaction Settlement (in): 0.8 (4) Volumeteric strain (Seed et al., 2003) using (N,)00,1 Plate C-21 Albus-Keefe & Associates, inc.6 of 6 . ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-8 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 FS Sieve (%) 37 7.2 7.9 NA IY Percent (1) E. 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 48 8.2 9.0 NA 0.00 0.49 0.66 0.16 54 8.4 9.2 NA 0.00 0.66 0.82 0.16 46 9.3 10.2 NA 0.00 0.82 0.98 0.16 28 12.9 14.2 NA 0.00 0.98 1.15 0.16 15 21.2 23.3 NA 0.00 1.15 1.31 0.16 17 19.9 21.9 NA 0.00 1.31 1.48 0.16 38 13.6 15.0 NA 0.00 1.48 1.64 0.16 45 11.7 12.9 NA 0.00 1.64 1.80 0.16 42 12.0 13.2 NA 0.00 1.80 1.97 0.16 41 11.6 12.8 NA 0.00 1.97 2.13 0.16 45 10.6 11.7 NA 0.00 2.13 2.30 0.16 48 9.6 10.6 NA 0.00 2.30 2.46 0.16 45 9.6 10.6 NA 0.00 2.46 2.62 0.16 44 10.0 11.0 NA 0.00 2.62 2.79 0.16 47 9.7 10.7 NA 0.00 2.79 2.95 0.16 50 9.2 10.1 NA 0.00 2.95 3.12 0.16 52 8.8 9.7 NA 0.00 3.12 3.28 0.16 51 9.1 10.0 NA 0.00 3.28 3.44 0.16 45 9.8 10.8 NA 0.00 3.44 3.61 0.16 46 9.8 10.8 NA 0.00 3.61 3.77 0.16 37 8.6 9.5 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 3.77 3.94 0.16 39 8.4 9.2 NA 0.00 3.94 4.10 0.16 38 8.5 9.4 NA 0.00 4.10 4.27 0.16 40 8.4 9.2 NA 0.00 4.27 4.43 0.16 40 8.5 9.4 NA 0.00 4.43 4.59 0.16 38 9.0 9.9 NA 0.00 4.59 4.76 0.16 38 9.0 9.9 NA 0.00 4.76 4.92 0.16 39 8.8 9.7 NA 0.00 4.92 5.09 0.16 43 8.4 9.2 NA 0.00 5.09 5.25 0.16 46 7.6 8.4 NA 0.00 5.25 5.41 0.16 48 7.5 8.3 NA 0.00 5.41 5.58 0.16 47 7.6 8.4 NA 0.00 5.58 5.74 0.16 47 7.6 8.4 NA 0.00 5.74 5.91 0.16 49 7.6 8.4 NA 0.00 5.91 6.07 0.16 42 8.2 9.0 NA 0.00 6.07 6.23 0.16 40 8.6 9.5 NA 0.00 6.23 6.40 0.16 38 9.1 10.0 NA 0.00 6.40 6.56 0.16 36 9.4 10.3 NA 0.00 6.56 6.73 0.16 43 9.7 10.7 NA 0.00 6.73 6.89 0.16 41 10.0 11.0 NA 0.00 6.89 7.05 0.16 40 10.3 11.3 NA 0.00 7.05 7.22 0.16 39 10.5 11.6 NA 0.00 7.22 7.38 0.16 39 10.9 12.0 NA 0.00 7.38 7.55 0.16 38 11.5 12.7 NA 0.00 7.55 7.71 0.16 35 12.7 14.0 NA 0.00 7.71 7.87 0.16 36 12.6 13.9 NA 0.00 7.87 8.04 0.16 38 11.8 13.0 NA 0.00 8.04 8.20 0.16 35 11.5 12.7 NA 0.00 8.20 8.37 0.16 38 12.1 13.3 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.38 NA NA NA 0 Plate C-22 Albus-Keefe & Associates, Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni),.,, (N,)33.Im FS Sieve (%) IY Percent (2)6v TS CSR*Percent IY 6 (in.) TS 8 (in.) Ave 6 (in.) (3) E. Top Bottom 8.37 8.53 0.16 37 11.8 13.0 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 36 12.2 13.4 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 39 10.8 11.9 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 40 10.0 11.0 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 40 9.6 10.6 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 41 9.2 10.1 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 41 9.1 10.0 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 42 9.0 9.9 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 42 9.0 9.9 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 43 8.8 9.7 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 44 8.7 9.6 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 44 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 44 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 44 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 44 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 43 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 45 8.7 9.6 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 47 8.5 9.4 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 51 8.1 8.9 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 60 7.5 8.3 NA 11.65 11.81 0.16 66 7.0 7J NA 11.81 11.98 0.16 68 6.9 7.6 NA 11.98 12.14 0.16 66 6.9 7.6 NA 12.14 12.30 0.16 61 7.0 7J NA 12.30 12.47 0.16 61 7.0 77 NA 12.47 12.63 0.16 63 6.9 7.6 NA 12.63 12.80 0.16 64 6.8 7.5 NA 12.80 12.96 0.16 63 6.7 7.4 NA 12.96 13.12 0.16 64 6.7 7.4 NA 13.12 13.29 0.16 64 6.7 7.4 NA 13.29 13.45 0.16 63 6.7 7.4 NA 13.45 13.62 0.16 66 6.6 7.3 NA 13.62 13.78 0.16 66 6.4 7.0 NA 13.78 13.94 0.16 68 6.4 7.0 NA 13.94 14.11 0.16 70 6.4 7.0 NA 14.11 14.27 0.16 69 6.6 7.3 NA 14.27 14.44 0.16 66 6.6 7.3 NA 14.44 14.60 0.16 66 6.7 7.4 NA 14.60 14.76 0.16 65 6.7 7.4 NA 14.76 14.93 0.16 65 6.7 7.4 NA 14.93 15.09 0.16 63 6.9 7.6 NA 15.09 15.26 0.16 65 6.9 7.6 NA 15.26 15.42 0.16 70 6.8 7.5 NA 15.42 15.58 0.16 71 6.8 7.5 NA 15.58 15.75 0.16 69 6.7 7.4 NA 15.75 15.91 0.16 67 6.7 7.4 NA 15.91 16.08 0.16 63 6.9 7.6 NA 16.08 16.24 0.16 61 7.2 7.9 NA 16.24 16.40 0.16 61 7.3 8.0 NA 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 62 7.3 8.0 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 62 7.4 8.1 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 60 7.4 8.1 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 59 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 60 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 59 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 58 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 59 7.5 8.3 NA 0.00 0.50 NA NA NA 0 Plate C-22 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Nt).0 (N,)2' FS IY Percent (2) E. TS CSR*Percent I Y 6 (in.) TS 6 (in.) Ave 6 (in.) (3) a,eve 17.1 t Top Bottom 17.72 17.88 0.16 58 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 57 7.6 8.4 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 54 7.9 8.7 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 53 8.0 8.8 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 54 8.0 8.8 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 55 7.9 8.7 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 57 7.8 8.6 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 59 7.5 8.3 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 57 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 54 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 58 7.2 7.9 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 61 6.9 7.6 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 65 6.6 7.3 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 66 6.6 7.3 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 63 6.6 7.3 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 62 6.8 7.5 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 69 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 63 7.8 8.6 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 63 8.4 9.2 NA 0.00 20.83 21.00 0.16 50 9.4 10.3 NA 0.00 21.00 21.16 0.16 40 10.6 11.7 NA 0.00 21.16 21.33 0.16 52 8.5 9.4 NA 0.00 21.33 21.49 0.16 68 7.3 8.0 NA 0.00 21.49 21.65 0.16 80 6.8 7.5 NA 0.00 21.65 21.82 0.16 80 6.7 7.4 NA 0.00 21.82 21.98 0.16 79 6.8 7.5 NA 0.00 21.98 22.15 0.16 73 7.2 7.9 NA 0.00 22.15 22.31 0.16 63 7.9 8.7 NA 0.00 22.31 22.47 0.16 58 8.2 9.0 NA 0.00 22.47 22.64 0.16 60 8.2 9.0 NA 0.00 22.64 22.80 0.16 66 8.0 8.8 NA 0.00 22.80 22.97 0.16 68 8.1 8.9 NA 0.00 22.97 23.13 0.16 63 8.5 9.4 NA 0.00 23.13 23.29 0.16 59 8.6 9.5 NA 0.00 23.29 23.46 0.16 59 8.6 9.5 NA 0.00 23.46 23.62 0.16 60 8.6 9.5 NA 0.00 23.62 23.79 0.16 64 8.2 9.0 NA 0.00 23.79 23.95 0.16 68 7.9 8.7 NA 0.00 23.95 24.11 0.16 69 7.6 8.4 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 24.11 24.28 0.16 69 7.6 8.4 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 67 7.5 8.3 NA 0.00 0.54 NA NA NA 0 24.44 24.61 0.16 65 7.4 8.1 NA 0.00 0.54 NA NA NA 0 24.61 24.77 0.16 63 7.4 8.1 NA 0.00 0.54 NA NA NA 0 24.77 24.93 0.16 64 7.3 8.0 NA 0.00 0.54 NA NA NA 0 24.93 25.10 0.16 73 7.0 7J NA 0.00 0.54 NA NA NA 0 25.10 25.26 0.16 69 7.3 8.0 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 73 7.6 8.4 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 56 9.3 10.2 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 44 12.1 13.3 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 55 10.5 11.6 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 68 8.7 9.6 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 68 8.0 8.8 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 64 7.6 8.4 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 75 7.8 8.6 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 47 11.2 12.3 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 43 13.0 14.3 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 46 12.8 14.1 NA 0.00 0.56 NA NA NA 0 Plate C-22 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,)00.., (Ni)53Â·â‚¬7 FS Sieve (%) IY Percent (2) â‚¬v TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) 8. TOP Bottom 27.07 27.23 0.16 47 12.4 13.6 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 50 12.0 13.2 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 50 11.7 12.9 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 55 11.0 12.1 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 60 10.0 11.0 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 64 9.3 10.2 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 69 8.5 9.4 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 75 7.9 8.7 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 76 7.9 8.7 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 54 9.8 10.8 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 42 11.8 13.0 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 40 10.9 12.0 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 44 9.6 10.6 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 53 8.8 9.7 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 55 9.0 9.9 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 49 9.9 10.9 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 51 9.4 10.3 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 53 9.2 10.1 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 49 9.7 10.7 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 51 9.7 10.7 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 52 9.6 10.6 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 50 9.9 10.9 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 45 10.5 11.6 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 48 10.3 11.3 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 47 10.5 11.6 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 50 10.8 11.9 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 47 11.4 12.5 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 48 12.4 13.6 NA 0.00 0.56 NA NA NA 0 31.66 31.82 0.16 46 14.7 16.2 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 39 18.3 20.1 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 41 18.0 19.8 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 40 16.8 18.5 NA 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 38 16.8 18.5 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 33 17.6 19.4 1.1 0.61 0.56 1.79 0.01 0.04 0.02 32.64 32.81 0.16 36 17.8 19.6 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 24 24.7 27.2 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 30 22.0 24.2 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 45 16.5 18.2 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 43 16.8 18.5 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 42 17.7 19.5 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 33 20.7 22.8 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 25 25.4 27.9 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 31 23.0 25.3 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 32 21.1 23.2 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 28 22.3 24.5 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 21 24.3 26.7 1.1 0.42 0.56 1.47 0.01 0.03 0.02 34.61 34.78 0.16 16 24.7 27.2 0.8 1.03 0.56 1.46 0.02 0.03 0.02 34.78 34.94 0.16 13 23.9 26.3 0.6 1.60 0.56 1.49 0.03 0.03 0.03 34.94 35.10 0.16 13 24.7 27.2 0.7 1.23 0.56 1.46 0.02 0.03 0.03 35.10 35.27 0.16 10 25.3 27.8 0.7 1.17 0.56 1.44 0.02 0.03 0.03 35.27 35.43 0.16 10 26.8 29.5 0.8 0.84 0.56 1.39 0.02 0.03 0.02 35.43 35.60 0.16 9 30.2 33.2 1.0 0.32 0.56 1.29 0.01 0.03 0.02 35.60 35.76 0.16 8 34.6 38.1 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 9 35.4 38.9 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 7 35.8 39.4 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 6 37.6 41.4 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 6 39.4 43.3 NA 0.00 0.56 NA NA NA 0 Plate C-22 Albus-Keefe & Associates, Inc.4 of 6 Depth IntenÂ·al (ft)Soil layer thickness (ft) Fines <#200 (N,)008 (N,)55-8" FS IY Percent (2) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 2leVe /7,1 Top Bottom 36.42 36.58 0.16 6 41.0 45.1 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 6 42.4 46.6 NA 0.00 0.54 NA NA NA 0 36.75 36.91 0.16 6 43.4 47.7 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 4 45.5 50.1 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 3 48.2 53.0 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 2 50.5 55.6 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 3 51.4 56.5 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 2 52.0 57.2 NA 0.00 0.54 NA NA NA 0 37.73 37.89 0.16 2 53.2 58.5 NA 0.00 0.54 NA NA NA 0 37.89 38.06 0.16 2 55.7 61.3 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 2 57.7 63.5 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 1 60.0 66.0 NA 0.00 0.54 NA NA NA 0 38.39 38.55 0.16 1 62.9 69.2 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 1 63.4 69.7 NA 0.00 38.71 38.88 0.16 1 63.1 69.4 NA 0.00 38.88 39.04 0.16 1 64.4 70.8 NA 0.00 39.04 39.21 0.16 1 68.3 75.1 NA 0.00 39.21 39.37 0.16 0 76.0 83.6 NA 0.00 39.37 39.53 0.16 1 79.6 87.6 NA 0.00 39.53 39.70 0.16 1 77.8 85.6 NA 0.00 39.70 39.86 0.16 1 77.4 85.1 NA 0.00 39.86 40.03 0.16 1 78.4 86.2 NA 0.00 40.03 40.19 0.16 1 78.2 86.0 NA 0.00 40.19 40.35 0.16 0 77.7 85.5 NA 0.00 40.35 40.52 0.16 1 75.6 83.2 NA 0.00 40.52 40.68 0.16 1 71.3 78.4 NA 0.00 40.68 40.85 0.16 1 67.3 74.0 NA 0.00 40.85 41.01 0.16 1 68.6 75.5 NA 0.00 41.01 41.17 0.16 1 73.0 80.3 NA 0.00 41.17 41.34 0.16 1 73.4 80.7 NA 0.00 41.34 41.50 0.16 1 72.3 79.5 NA 0.00 41.50 41.67 0.16 1 75.7 83.3 NA 0.00 41.67 41.83 0.16 2 72.6 79.9 NA 0.00 41.83 41.99 0.16 2 72.6 79.9 NA 0.00 41.99 42.16 0.16 2 72.2 79.4 NA 0.00 42.16 42.32 0.16 2 76.6 84.3 NA 0.00 42.32 42.49 0.16 1 78.5 86.4 NA 0.00 42.49 42.65 0.16 1 78.4 86.2 NA 0.00 42.65 42.81 0.16 1 75.3 82.8 NA 0.00 42.81 42.98 0.16 0 69.7 76.7 NA 0.00 42.98 43.14 0.16 0 65.3 71.8 NA 0.00 43.14 43.31 0.16 2 54.9 60.4 NA 0.00 43.31 43.47 0.16 6 43.1 47.4 NA 0.00 43.47 43.64 0.16 12 37.0 40.7 NA 0.00 43.64 43.80 0.16 15 38.2 42.0 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 43.80 43.96 0.16 13 46.3 50.9 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 9 54.5 60.0 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 7 55.1 60.6 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 5 54.1 59.5 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 7 51.1 56.2 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 7 47.7 52.5 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 6 43.8 48.2 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 7 36.8 40.5 1.2 Error?0.52 1.15 Error?0.02 0 45.11 45.28 0.16 12 30.0 33.0 0.9 0.41 0.52 1.30 0.01 0.03 0.02 45.28 45.44 0.16 19 24.3 26.7 0.8 1.06 0.52 1.47 0.02 0.03 0.02 45.44 45.60 0.16 31 18.1 19.9 0.8 1.87 0.52 1.76 0.04 0.03 0.04 45.60 45.77 0.16 48 13.2 14.5 NA 0.00 0.52 NA NA NA 0 Plate C-22 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (2) E, TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) (3)Ev Top Bottom 45.77 45.93 0.16 56 10.9 12.0 45.93 46.10 0.16 58 9.8 10.8 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 46.10 46.26 0.16 57 9.4 10.3 46.26 46.42 0.16 57 9.2 10.1 46.42 46.59 0.16 57 9.2 10.1 46.59 46.75 0.16 56 9.3 10.2 46.75 46.92 0.16 56 9.6 10.6 46.92 47.08 0.16 53 9.8 10.8 47.08 47.24 0.16 57 9.4 10.3 47.24 47.41 0.16 57 9.6 10.6 47.41 47.57 0.16 55 9.9 10.9 47.57 47.74 0.16 56 9.7 10.7 47.74 47.90 0.16 68 9.7 10.7 47.90 48.06 0.16 44 14.5 16.0 48.06 48.23 0.16 16 27.7 30.5 48.23 48.39 0.16 13 37.2 40.9 48.39 48.56 0.16 12 44.5 49.0 48.56 48.72 0.16 11 56.0 61.6 48.72 48.88 0.16 9 64.9 71.4 48.88 49.05 0.16 6 72.2 79.4 49.05 49.21 0.16 3 78.5 86.4 49.21 49.38 0.16 2 80.8 88.9 49.38 49.54 0.16 2 80.3 88.3 49.54 49.70 0.16 2 77.9 85.7 49.70 49.87 0.16 3 73.9 81.3 49.87 50.03 0.16 4 70.7 77.8 50.03 50.20 0.16 4 69.7 76.7 Notes: O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.8 0.77 0.52 1.36 0.02 0.03 0.02 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA O 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 3 0Â·00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 O.00 0.50 NA NA NA 0 0.2 0.4 0.3 ( 1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)6(1cs* 1.1 (Seed, 1 994). (2) Volumetric strain (Ishiharn and Yoshimine, 1992) using (N ,)53-crÂ· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (N,)60-a Average Liquefaction Settlement (in): 0.3 (4) Volumeteric strain (Seed et al., 2003) using (N ,)m.,. Plate C-22 Albus-Keefe & Associates, Inc.6 of 6 . ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT- 9 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 (Nt).Ii (N,)56.1<" FS Sieve (%) 6 27.7 30.5 NA IY Percent (Z)Ev 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 17 32.1 35.3 NA 0.00 0.49 0.66 0.16 2 80.0 88.0 NA 0.00 0.66 0.82 0.16 3 71.8 79.0 NA 0.00 0.82 0.98 0.16 8 48.7 53.6 NA 0.00 0.98 1.15 0.16 14 36.0 39.6 NA 0.00 1.15 1.31 0.16 24 25.6 28.2 NA 0.00 1.31 1.48 0.16 27 21.5 23.7 NA 0.00 1.48 1.64 0.16 31 18.3 20.1 NA 0.00 1.64 1.80 0.16 31 16.2 17.8 NA 0.00 1.80 1.97 0.16 31 15.2 16.7 NA 0.00 1.97 2.13 0.16 32 15.0 16.5 NA 0.00 2.13 2.30 0.16 32 14.9 16.4 NA 0.00 2.30 2.46 0.16 33 14.7 16.2 NA 0.00 2.46 2.62 0.16 34 14.2 15.6 NA 0.00 2.62 2.79 0.16 35 13.6 15.0 NA 0.00 2.79 2.95 0.16 35 13.4 14.7 NA 0.00 2.95 3.12 0.16 35 13.5 14.9 NA 0.00 3.12 3.28 0.16 34 14.0 15.4 NA 0.00 3.28 3.44 0.16 33 14.2 15.6 NA 0.00 3.44 3.61 0.16 32 14.4 15.8 NA 0.00 3.61 3.77 0.16 32 14.6 16.1 NA 0.00 3.77 3.94 0.16 32 15.0 16.5 NA 0.00 3.94 4.10 0.16 30 15.8 17.4 NA 0.00 4.10 4.27 0.16 30 16.4 18.0 NA 0.00 4.27 4.43 0.16 30 16.9 18.6 NA 0.00 4.43 4.59 0.16 29 17.2 18.9 NA 0.00 4.59 4.76 0.16 30 16.7 18.4 NA 0.00 4.76 4.92 0.16 32 16.3 17.9 NA 0.00 4.92 5.09 0.16 33 15.9 17.5 NA 0.00 5.09 5.25 0.16 34 15.4 16.9 NA 0.00 5.25 5.41 0.16 34 15.0 16.5 NA 0.00 5.41 5.58 0.16 36 14.1 15.5 NA 0.00 5.58 5.74 0.16 35 13.8 15.2 NA 0.00 5.74 5.91 0.16 36 13.4 14.7 NA 0.00 5.91 6.07 0.16 37 13.0 14.3 NA 0.00 6.07 6.23 0.16 38 12.7 14.0 NA 0.00 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 1 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 6.23 6.40 0.16 39 12.0 13.2 NA 0.00 0.36 NA NA NA 0 6.40 6.56 0.16 43 10.9 12.0 NA 0.00 0.36 NA NA NA 0 6.56 6.73 0.16 37 10.3 11.3 NA 0.00 0.36 NA NA NA 0 6.73 6.89 0.16 38 9.9 10.9 NA 0.00 0.36 NA NA NA 0 6.89 7.05 0.16 40 10.6 11.7 NA 0.00 0.36 NA NA NA 0 7.05 7.22 0.16 38 11.4 12.5 NA 0.00 0.36 NA NA NA 0 7.22 7.38 0.16 37 12.2 13.4 NA 0.00 0.36 NA NA NA 0 7.38 7.55 0.16 31 14.4 15.8 NA 0.00 0.36 NA NA NA 0 7.55 7.71 0.16 24 16.8 18.5 NA 0.00 0.36 NA NA NA 0 7.71 7.87 0.16 22 18.8 20.7 NA 0.00 0.36 NA NA NA 0 7.87 8.04 0.16 20 20.4 22.4 NA 0.00 0.36 NA NA NA 0 8.04 8.20 0.16 21 20.1 22.1 NA 0.00 0.36 NA NA NA 0 8.20 8.37 0.16 24 18.6 20.5 NA 0.00 0.38 NA NA NA 0 Plate C-23 Albus-Keefe & Associates, inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#zoo (Ni),04. (N,)55Â·â‚¬.'" FS IY Percent 8.(2) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3)bleve 270) TOP Bottom 8.37 8.53 0.16 29 16.8 18.5 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 34 15.3 16.8 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 38 13.2 14.5 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 35 12.3 13.5 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 36 12.4 13.6 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 36 12.2 13.4 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 35 12.4 13.6 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 36 12.3 13.5 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 36 11.6 12.8 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 38 11.0 12.1 NA 10.01 10.17 0.16 39 10.5 11.6 NA 10.17 10.33 0.16 38 10.4 11.4 NA 10.33 10.50 0.16 37 10.4 11.4 NA 10.50 10.66 0.16 37 10.4 11.4 NA 10.66 10.83 0.16 38 10.4 11.4 NA 10.83 10.99 0.16 38 10.6 11.7 NA 10.99 11.15 0.16 39 10.9 12.0 NA 11.15 11.32 0.16 39 11.1 12.2 NA 11.32 11.48 0.16 38 11.4 12.5 NA 11.48 11.65 0.16 38 11.5 12.7 NA 11.65 11.81 0.16 39 11.6 12.8 NA 11.81 11.98 0.16 39 12.0 13.2 NA 11.98 12.14 0.16 39 12.3 13.5 NA 12.14 12.30 0.16 39 12.4 13.6 NA 12.30 12.47 0.16 40 12.4 13.6 NA 12.47 12.63 0.16 41 12.2 13.4 NA 12.63 12.80 0.16 42 12.0 13.2 NA 12.80 12.96 0.16 44 11.4 12.5 NA 12.96 13.12 0.16 48 10.4 11.4 NA 13.12 13.29 0.16 52 9.6 10.6 NA 13.29 13.45 0.16 54 9.0 9.9 NA 13.45 13.62 0.16 53 8.5 9.4 NA 13.62 13.78 0.16 56 8.0 8.8 NA 13.78 13.94 0.16 54 8.0 8.8 NA 13.94 14.11 0.16 50 8.4 9.2 NA 14.11 14.27 0.16 46 8.6 9.5 NA 14.27 14.44 0.16 48 8.5 9.4 NA 14.44 14.60 0.16 48 8.5 9.4 NA 14.60 14.76 0.16 50 8.4 9.2 NA 14.76 14.93 0.16 53 8.2 9.0 NA 14.93 15.09 0.16 56 7.9 8.7 NA 15.09 15.26 0.16 62 7.5 8.3 NA 15.26 15.42 0.16 70 7.0 77 NA 15.42 15.58 0.16 78 6.7 7.4 NA 15.58 15.75 0.16 85 6.4 7.0 NA 15.75 15.91 0.16 78 6.4 7.0 NA 15.91 16.08 0.16 72 6.6 7.3 NA 16.08 16.24 0.16 72 6.6 7.3 NA 16.24 16.40 0.16 71 6.6 7.3 NA 16.40 16.57 0.16 66 6.7 7.4 NA 16.57 16.73 0.16 61 6.9 7.6 NA 16.73 16.90 0.16 66 7.0 7.7 NA 16.90 17.06 0.16 70 6.9 7.6 NA 0.00 0.40 NA NA NA 0 0.00 0.40 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 73 6.7 7.4 NA 17.22 17.39 0.16 70 6.9 7.6 NA 17.39 17.55 0.16 56 8.0 8.8 NA 17.55 17.72 0.16 50 9.0 9.9 NA 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 Plate C-23 Albus-Keefe & Associates, inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,)/0. (N/)36."' FS Sieve (%) IY Percent (Z) 6. TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. Top Bottom 17.72 17.88 0.16 49 9.4 10.3 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 48 9.8 10.8 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 48 9.9 10.9 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 51 9.8 10.8 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 54 9.4 10.3 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 56 9.2 10.1 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 55 9.2 10.1 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 55 9.1 10.0 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 56 9.0 9.9 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 59 8.7 9.6 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 63 8.2 9.0 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 69 7.6 8.4 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 80 7.2 7.9 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 82 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 75 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 72 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 67 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 64 7.3 8.0 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 53 8.1 8.9 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 50 8.6 9.5 NA 0.00 21.00 21.16 0.16 51 8.8 9.7 NA 0.00 21.16 21.33 0.16 53 8.8 9.7 NA 0.00 21.33 21.49 0.16 55 8.6 9.5 NA 0.00 21.49 21.65 0.16 60 8.2 9.0 NA 0.00 21.65 21.82 0.16 70 7.5 8.3 NA 0.00 21.82 21.98 0.16 75 7.2 7.9 NA 0.00 21.98 22.15 0.16 80 6.7 7.4 NA 0.00 22.15 22.31 0.16 90 6.3 6.9 NA 0.00 22.31 22.47 0.16 95 6.2 6.8 NA 0.00 22.47 22.64 0.16 68 6.8 7.5 NA 0.00 22.64 22.80 0.16 62 7.3 8.0 NA 0.00 22.80 22.97 0.16 57 8.2 9.0 NA 0.00 22.97 23.13 0.16 49 9.6 10.6 NA 0.00 23.13 23.29 0.16 48 10.8 11.9 NA 0.00 23.29 23.46 0.16 46 11.6 12.8 NA 0.00 23.46 23.62 0.16 46 12.0 13.2 NA 0.00 23.62 23.79 0.16 49 11.7 12.9 NA 0.00 23.79 23.95 0.16 52 11.1 12.2 NA 0.00 23.95 24.11 0.16 59 10.2 11.2 NA 0.00 24.11 24.28 0.16 62 9.3 10.2 NA 0.00 24.28 24.44 0.16 66 8.6 9.5 NA 0.00 24.44 24.61 0.16 66 8.5 9.4 NA 0.00 24.61 24.77 0.16 56 9.4 10.3 NA 0.00 24.77 24.93 0.16 48 10.8 11.9 NA 0.00 24.93 25.10 0.16 46 11.2 12.3 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 25.10 25.26 0.16 49 11.1 12.2 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 48 11.2 12.3 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 50 11.1 12.2 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 51 11.1 12.2 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 51 11.1 12.2 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 52 10.6 11.7 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 53 10.3 11.3 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 56 9.7 10.7 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 54 9.7 10.7 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 48 9.9 10.9 NA 0.00 0.54 NA NA NA 26.74 26.90 0.16 60 8.4 9.2 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 57 8.2 9.0 NA 0.00 0.56 NA NA NA 0 Plate C-23 Albus-Keefe & Associates, inc.3 of 6 Depth IntenÂ·al (ft)Soil layer thickness (ft) Fines <#zoo FS TS IY Percent m CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.)tv _ {31eleve l7O1 Top Bottom 27.07 27.23 0.16 52 8.5 9.4 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 50 8.7 9.6 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 49 9.1 10.0 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 48 9.4 10.3 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 47 9.8 10.8 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 46 10.0 11.0 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 46 10.2 11.2 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 44 10.8 11.9 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 40 11.5 12.7 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 39 12.1 13.3 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 43 12.1 13.3 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 43 12.7 14.0 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 47 11.8 13.0 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 46 11.6 12.8 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 49 10.8 11.9 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 50 10.6 11.7 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 52 10.6 11.7 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 57 10.3 11.3 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 62 9.7 10.7 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 64 9.1 10.0 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 61 9.0 9.9 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 62 9.3 10.2 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 39 13.6 15.0 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 42 14.1 15.5 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 46 13.5 14.9 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 52 12.1 13.3 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 55 10.5 11.6 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 57 10.0 11.0 NA 0.00 0.56 NA NA NA 0 31.66 31.82 0.16 44 16.9 18.6 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 25 27.0 29.7 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 37 22.9 25.2 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 37 22.6 24.9 NA 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 30 26.2 28.8 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 28 27.0 29.7 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 30 24.5 27.0 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 36 22.6 24.9 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 29 27.1 29.8 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 21 36.4 40.0 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 21 34.6 38.1 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 25 30.1 33.1 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 32 24.4 26.8 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 40 18.9 20.8 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 42 16.4 18.0 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 36 18.1 19.9 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 38 17.2 18.9 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 39 18.4 20.2 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 37 23.4 25.7 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 32 28.1 30.9 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 33 29.3 32.2 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 32 30.2 33.2 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 29 32.1 35.3 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 29 32.5 35.8 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 27 33.7 37.1 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 24 34.6 38.1 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 22 35.3 38.8 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 22 34.0 37.4 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 23 32.7 36.0 NA 0.00 0.56 NA NA NA 0 Plate C-23 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,),0. (N,)2" FS Sieve (%) IY Percent (Z) El TS CSR*Percent IYO (in.) TSO (in.) Aveo (in.) (3) E. Top Bottom 36.42 36.58 0.16 20 35.1 38.6 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 17 38.6 42.5 NA 0.00 0.54 NA NA NA o0 36.75 36.91 0.16 14 40.7 44.8 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 12 44.5 49.0 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 10 51.5 56.7 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 12 57.9 63.7 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 10 64.3 70.7 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 13 60.3 66.3 NA 0.00 0.54 NA NA NA 0 37.73 37.89 0.16 26 35.3 38.8 NA 0.00 0.54 NA NA NA 0 37.89 38.06 0.16 33 26.9 29.6 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 33 25.0 27.5 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 35 22.9 25.2 NA 0.00 38.39 38.55 0.16 38 17.2 18.9 NA 0.00 38.55 38.71 0.16 44 14.8 16.3 NA 0.00 38.71 38.88 0.16 43 17.0 18.7 NA 0.00 38.88 39.04 0.16 27 25.3 27.8 NA 0.00 39.04 39.21 0.16 33 23.4 25.7 NA 0.00 39.21 39.37 0.16 38 21.7 23.9 NA 0.00 39.37 39.53 0.16 45 18.6 20.5 NA 0.00 39.53 39.70 0.16 25 27.3 30.0 NA 0.00 39.70 39.86 0.16 16 35.4 38.9 NA 0.00 39.86 40.03 0.16 14 36.3 39.9 NA 0.00 40.03 40.19 0.16 15 35.4 38.9 NA 0.00 40.19 40.35 0.16 14 37.4 41.1 NA 0.00 40.35 40.52 0.16 15 36.7 40.4 NA 0.00 40.52 40.68 0.16 17 31.4 34.5 NA 0.00 40.68 40.85 0.16 22 26.0 28.6 NA 0.00 40.85 41.01 0.16 25 23.9 26.3 1.2 0.32 41.01 41.17 0.16 28 23.5 25.9 NA 0.00 41.17 41.34 0.16 27 25.2 27.7 NA 0.00 41.34 41.50 0.16 32 22.6 24.9 NA 0.00 41.50 41.67 0.16 39 20.0 22.0 NA 0.00 41.67 41.83 0.16 44 17.2 18.9 NA 0.00 41.83 41.99 0.16 18 27.3 30.0 1.1 0.35 41.99 42.16 0.16 12 36.6 40.3 NA 0.00 42.16 42.32 0.16 10 43.4 47.7 NA 0.00 42.32 42.49 0.16 8 49.5 54.5 NA 0.00 42.49 42.65 0.16 8 51.6 56.8 NA 0.00 42.65 42.81 0.16 8 51.6 56.8 NA 0.00 42.81 42.98 0.16 8 50.5 55.6 NA 0.00 42.98 43.14 0.16 8 48.9 53.8 NA 0.00 43.14 43.31 0.16 8 48.3 53.1 NA 0.00 43.31 43.47 0.16 7 50.0 55.0 NA 0.00 43.47 43.64 0.16 7 51.4 56.5 NA 0.00 43.64 43.80 0.16 6 49.1 54.0 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA o I 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 1.49 0.01 0.03 0.02 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 1.37 0.01 0.03 0.02 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 43.80 43.96 0.16 7 43.5 47.9 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 12 34.7 38.2 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 24 23.1 25.4 1.0 0.68 0.52 1.52 0.01 0.03 0.02 44.29 44.46 0.16 39 16.8 18.5 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 44 13.5 14.9 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 42 12.0 13.2 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 41 11.1 12.2 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 44 10.8 11.9 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 42 11.2 12.3 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 39 11.6 12.8 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 43 11.1 12.2 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 45 11.1 12.2 NA 0.00 0.52 NA NA NA 0 Plate C-23 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (Z) gÂ¥ Top Bottom 45.77 45.93 0.16 46 11.0 12.1 45.93 46.10 0.16 48 11.4 12.5 46.10 46.26 0.16 55 12.2 13.4 46.26 46.42 0.16 50 13.9 15.3 46.42 46.59 0.16 54 13.0 14.3 46.59 46.75 0.16 52 12.7 14.0 46.75 46.92 0.16 55 11.6 12.8 46.92 47.08 0.16 59 11.4 12.5 47.08 47.24 0.16 52 12.2 13.4 47.24 47.41 0.16 54 11.5 12.7 47.41 47.57 0.16 60 10.4 11.4 47.57 47.74 0.16 60 10.2 11.2 47.74 47.90 0.16 62 10.2 11.1 47.90 48.06 0.16 61 10.9 12.C 48.06 48.23 0.16 61 11.6 12.E 48.23 48.39 0.16 57 13.3 14.â‚¬ 48.39 48.56 0.16 53 14.1 15.5 48.56 48.72 0.16 66 11.4 12.5 48.72 48.88 0.16 68 10.0 11.C 48.88 49.05 0.16 58 10.4 11.4 49.05 49.21 0.16 58 10.4 11.4 49.21 49.38 0.16 61 9.9 10.5 49.38 49.54 0.16 60 9.8 10.E 49.54 49.70 0.16 61 9.7 10.1 49.70 49.87 0.16 65 9.4 10.3 49.87 50.03 0.16 44 9.6 10.6 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3)Ev 0.00 0.52 NA NA NA 0 0.00 O.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 .- ms 0.00 0.52 NA NA NA 0 4. G!&0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 O.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 Â·. G[B 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.50 NA NA NA 0 O.00 0.50 NA NA NA 0 O.00 0.50 NA NA NA 0 50.03 50.20 0.16 40 10.3 11.3 0.00 0.50 NA NA NA 0 Notes:0.0 0.1 0.1 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (N ,)60,71.1 (Sced, 19941 (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (Ni) 55-cs. (3) Volumetric strain (Tokimatsu and Seed, 1987) using (N,)66Â·cs.Average Liquefaction Settlement Cir* 0.1 (4) Volumeteric strain (Seed et al., 2003) using (N,)00.,Â· Plate C-23 Albus-Keefe & Associates, Inc.6 of 6 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT- 10 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 FS Sieve (%) 71 5.5 6.1 NA IY Percent (1)El 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 72 6.0 6.6 NA 0.00 0.49 0.66 0.16 59 6.8 7.5 NA 0.00 0.66 0.82 0.16 45 7.8 8.6 NA 0.00 0.82 0.98 0.16 45 8.5 9.4 NA 0.00 0.98 1.15 0.16 38 9.6 10.6 NA 0.00 1.15 1.31 0.16 45 9.2 10.1 NA 0.00 1.31 1.48 0.16 48 9.1 10.0 NA 0.00 1.48 1.64 0.16 49 8.8 9.7 NA 0.00 1.64 1.80 0.16 54 8.1 8.9 NA 0.00 1.80 1.97 0.16 60 7.6 8.4 NA 0.00 1.97 2.13 0.16 37 7.0 77 .NA 0.00 2.13 2.30 0.16 41 6.8 7.5 NA 0.00 2.30 2.46 0.16 43 6.7 7.4 NA 0.00 2.46 2.62 0.16 39 6.9 7.6 NA 0.00 2.62 2.79 0.16 38 7.2 7.9 NA 0.00 2.79 2.95 0.16 40 7.3 8.0 NA 0.00 2.95 3.12 0.16 41 7.2 7.9 NA 0.00 3.12 3.28 0.16 37 7.4 8.1 NA 0.00 3.28 3.44 0.16 56 7.6 8.4 NA 0.00 3.44 3.61 0.16 36 7.6 8.4 NA 0.00 3.61 3.77 0.16 37 7.5 8.3 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 3.77 3.94 0.16 42 7.2 7.9 NA 0.00 3.94 4.10 0.16 40 7.2 7.9 NA 0.00 4.10 4.27 0.16 39 7.3 8.0 NA 0.00 4.27 4.43 0.16 42 6.9 7.6 NA 0.00 4.43 4.59 0.16 40 6.8 7.5 NA 0.00 4.59 4.76 0.16 43 6.9 7.6 NA 0.00 4.76 4.92 0.16 42 7.0 77 NA 0.00 4.92 5.09 0.16 39 7.3 8.0 NA 0.00 5.09 5.25 0.16 40 7.4 8.1 NA 0.00 5.25 5.41 0.16 41 7.3 8.0 NA 0.00 5.41 5.58 0.16 42 7.4 8.1 NA 0.00 5.58 5.74 0.16 45 7.3 8.0 NA 0.00 5.74 5.91 0.16 49 7.0 77 NA 0.00 5.91 6.07 0.16 43 7.6 8.4 NA 0.00 6.07 6.23 0.16 36 8.7 9.6 NA 0.00 6.23 6.40 0.16 36 9.3 10.2 NA 0.00 6.40 6.56 0.16 38 9.2 10.1 NA 0.00 6.56 6.73 0.16 37 9.3 10.2 NA 0.00 6.73 6.89 0.16 38 9.1 10.0 NA 0.00 6.89 7.05 0.16 40 8.8 9.7 NA 0.00 7.05 7.22 0.16 41 8.7 9.6 NA 0.00 7.22 7.38 0.16 43 8.5 9.4 NA 0.00 7.38 7.55 0.16 43 8.5 9.4 NA 0.00 7.55 7.71 0.16 46 8.1 8.9 NA 0.00 7.71 7.87 0.16 48 8.0 8.8 NA 0.00 7.87 8.04 0.16 46 8.1 8.9 NA 0.00 8.04 8.20 0.16 45 8.4 9.2 NA 0.00 8.20 8.37 0.16 44 8.6 9.5 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 4 0.36 NA NA NA 0 0.36 NA NA NA 0 0.38 NA NA NA 0 Plate C-24 Albus-Keefe & Associates, Inc.I of 6 . Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (1)El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3)Dieve 70) Top Bottom 8.37 8.53 0.16 41 9.0 9.9 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 38 9.7 10.7 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 35 10.0 11.0 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 40 8.8 9.7 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 45 8.2 9.0 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 47 7.9 8.7 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 46 7.8 8.6 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 46 8.0 8.8 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 49 8.0 8.8 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 54 7.8 8.6 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 58 7.4 8.1 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 63 7.0 71 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 63 6.9 7.6 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 57 6.9 7.6 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 59 6.8 7.5 NA 0.00 0.42 NA NA NA C 10.83 10.99 0.16 60 6.8 7.5 NA 0.00 0.42 NA NA NA C 10.99 11.15 0.16 60 6.9 7.6 NA 0.00 0.42 NA NA NA C 11.15 11.32 0.16 56 7.2 7.9 NA 0.00 0.42 NA NA NA C 11.32 11.48 0.16 54 7.4 8.1 NA 0.00 0.42 NA NA NA C 11.48 11.65 0.16 56 7.4 8.1 NA 0.00 11.65 11.81 0.16 58 7.4 8.1 NA 0.00 11.81 11.98 0.16 60 7.3 8.0 NA 0.00 11.98 12.14 0.16 64 7.2 7.9 NA 0.00 12.14 12.30 0.16 65 6.9 7.6 NA 0.00 12.30 12.47 0.16 63 7.0 7J NA 0.00 12.47 12.63 0.16 63 7.2 7.9 NA 0.00 12.63 12.80 0.16 62 7.3 8.0 NA 0.00 12.80 12.96 0.16 61 7.4 8.1 NA 0.00 12.96 13.12 0.16 63 7.3 8.0 NA 0.00 13.12 13.29 0.16 63 7.2 7.9 NA 0.00 13.29 13.45 0.16 61 7.3 8.0 NA 0.00 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.46 NA NA NA 0 0.46 NA NA NA 0 0.46 NA NA NA 0 13.45 13.62 0.16 56 7.5 8.3 NA 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 53 7.8 8.6 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 52 8.0 8.8 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 51 8.2 9.0 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 53 8.1 8.9 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 54 8.0 8.8 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 54 8.0 8.8 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 54 8.1 8.9 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 53 8.2 9.0 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 54 8.1 8.9 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 54 8.1 8.9 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 54 8.2 9.0 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 55 8.1 8.9 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 58 7.9 8.7 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 57 7.8 8.6 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 58 7.6 8.4 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 61 7.5 8.3 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 60 7.3 8.0 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 59 7.3 8.0 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 61 7.3 8.0 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 64 7.3 8.0 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 69 7.0 7.7 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 67 6.9 7.6 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 69 6.7 7.4 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 69 6.4 7.0 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 67 6.8 7.5 NA 0.00 0.50 NA NA NA 0 Plate C-24 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (2) gv TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0 E. Top Bottom 17.72 17.88 0.16 58 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 60 7.5 8.3 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 60 7.6 8.4 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 63 7.6 8.4 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 66 7.4 8.1 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 67 7.3 8.0 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 66 7.3 8.0 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 64 7.4 8.1 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 62 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 56 8.0 8.8 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 54 8.5 9.4 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 5S 8.7 9.6 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 55 9.0 9.9 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 57 8.8 9.7 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 58 8.6 9.5 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 59 8.5 9.4 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 66 7.9 8.7 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 76 7.4 8.1 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 78 7.2 7.9 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 74 7.2 7.9 NA 0.00 0.52 NA NA NA 0 21.00 21.16 0.16 63 7.6 8.4 NA 0.00 0.52 NA NA NA 0 21.16 21.33 0.16 59 7.9 8.7 NA 0.00 0.52 NA NA NA 21.33 21.49 0.16 61 7.8 8.6 NA 0.00 0.52 NA NA NA 21.49 21.65 0.16 62 7.5 8.3 NA 0.00 0.52 NA NA NA 21.65 21.82 0.16 63 7.3 8.0 NA 0.00 0.52 NA NA NA 21.82 21.98 0.16 63 7.2 7.9 NA 0.00 0.52 NA NA NA 21.98 22.15 0.16 65 7.3 8.0 NA 0.00 0.52 NA NA NA 22.15 22.31 0.16 53 8.5 9.4 NA 0.00 0.52 NA NA NA 22.31 22.47 0.16 34 12.6 13.9 0.5 2.24 0.54 2.19 0.04 0.04 22.47 22.64 0.16 23 15.2 16.7 0.5 2.59 0.54 1.95 0.05 0.04 22.64 22.80 0.16 35 13.9 15.3 0.8 2.74 0.54 2.06 0.05 0.04 22.80 22.97 0.16 27 14.8 16.3 0.6 2.65 0.54 1.99 0.05 0.04 22.97 23.13 0.16 24 15.0 16.5 0.5 2.62 0.54 1.97 0.05 0.04 23.13 23.29 0.16 31 13.2 14.5 0.5 2.86 0.54 2.13 0.06 0.04 23.29 23.46 0.16 44 10.8 11.9 NA 0.00 0.54 NA NA NA 23.46 23.62 0.16 52 9.4 10.3 NA 0.00 0.54 NA NA NA 23.62 23.79 0.16 55 8.8 9.7 NA 0.00 0.54 NA NA NA 23.79 23.95 0.16 61 8.1 8.9 NA 0.00 0.54 NA NA NA 23.95 24.11 0.16 70 7.5 8.3 NA 0.00 0.54 NA NA NA 24.11 24.28 0.16 74 7.0 7.7 NA 0.00 0.54 NA NA NA 24.28 24.44 0.16 67 7.0 7.7 NA 0.00 0.54 NA NA NA 24.44 24.61 0.16 59 7.0 77 NA 0.00 0.54 NA NA NA 24.61 24.77 0.16 62 6.9 7.6 NA 0.00 0.54 NA NA NA 24.77 24.93 0.16 61 6.9 7.6 NA 0.00 0.54 NA NA NA 24.93 25.10 0.16 62 7.3 8.0 NA 0.00 0.54 NA NA NA 25.10 25.26 0.16 58 7.9 8.7 NA 0.00 0.54 NA NA NA 25.26 25.43 0.16 50 8.6 9.5 NA 0.00 0.54 NA NA NA 25.43 25.59 0.16 49 9.4 10.3 NA 0.00 0.54 NA NA NA 25.59 25.75 0.16 52 9.7 10.7 NA 0.00 0.54 NA NA NA 0 0 0 0 0 0 0 0.04 0.04 0.05 0.05 0.05 0.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.75 25.92 0.16 45 11.4 12.5 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 46 11.6 12.8 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 48 11.2 12.3 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 49 10.8 11.9 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 49 10.4 11.4 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 49 10.3 11.3 NA 0.00 0.54 NA NA NA 26.74 26.90 0.16 49 10.0 11.0 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 53 9.6 10.6 NA 0.00 0.56 NA NA NA 0 Plate C-24 Albus-Keefe & Associates, Inc.3 of 6 Depth IntenÂ·al (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (1) TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bleve (70) Top Bottom 27.07 27.23 0.16 57 9.2 10.1 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 60 8.7 9.6 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 61 8.2 9.0 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 58 8.0 8.8 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 58 7.9 8.7 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 58 8.0 8.8 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 59 7.9 8.7 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 60 7.8 8.6 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 61 7.6 8.4 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 56 7.9 8.7 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 56 8.1 8.9 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 50 8.7 9.6 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 53 8.5 9.4 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 56 8.6 9.5 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 56 8.7 9.6 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 54 9.2 10.1 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 55 9.1 10.0 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 58 8.7 9.6 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 61 8.4 9.2 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 64 8.0 8.8 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 70 7.5 8.3 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 75 7.3 8.0 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 82 6.9 7.6 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 7S 7.0 77 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 76 6.9 7.6 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 76 6.9 7.6 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 81 6.9 7.6 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 68 7.5 8.3 NA 0.00 0.56 NA NA NA 0 31.66 31.82 0.16 44 9.8 10.8 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 62 8.5 9.4 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 43 12.7 14.0 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 28 19.1 21.0 0.9 1.22 0.56 1.70 0.02 0.03 0.03 32.32 32.48 0.16 31 21.1 23.2 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 23 29.3 32.2 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 15 37.4 41.1 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 22 27.7 30.5 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 33 20.3 22.3 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 41 17.7 19.5 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 48 15.7 17.3 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 41 18.6 20.5 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 36 21.1 23.2 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 39 18.6 20.5 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 37 19.5 21.5 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 32 20.1 22.1 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 43 16.3 17.9 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 30 19.7 21.7 1.1 0.55 0.56 1.67 0.01 0.03 0.02 34.61 34.78 0.16 26 20.3 22.3 0.9 1.11 0.56 1.64 0.02 0.03 0.03 34.78 34.94 0.16 37 19.6 21.6 NA 34.94 35.10 0.16 42 18.7 20.6 NA 35.10 35.27 0.16 26 26.5 29.2 NA 35.27 35.43 0.16 23 30.2 33.2 NA 35.43 35.60 0.16 30 25.8 28.4 NA 35.60 35.76 0.16 34 24.0 26.4 NA 35.76 35.93 0.16 30 25.4 27.9 NA 35.93 36.09 0.16 27 27.7 30.5 NA 36.09 36.25 0.16 31 25.7 28.3 NA 36.25 36.42 0.16 48 17.5 19.3 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 Plate C-24 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#zoo FS Sieve (%) IY Percent (1) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) E. Top Bottom 36.42 36.58 0.16 53 13.8 15.2 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 46 15.4 16.9 NA 0.00 0.54 NA NA NA 0 36.75 36.91 0.16 39 18.3 20.1 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 48 16.3 17.9 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 43 20.4 22.4 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 37 27.0 29.7 NA 0.00 37.40 37.57 0.16 30 31.4 34.5 NA 0.00 37.57 37.73 0.16 23 34.2 37.6 NA 0.00 37.73 37.89 0.16 29 32.7 36.0 NA + 0.00 37.89 38.06 0.16 37 29.7 32.7 NA 0.00 38.06 38.22 0.16 37 26.8 29.5 NA 0.00 38.22 38.39 0.16 33 24.5 27.0 NA 0.00 38.39 38.55 0.16 47 16.6 18.3 NA 0.00 38.55 38.71 0.16 46 16.3 17.9 NA 0.00 38.71 38.88 0.16 51 14.5 16.0 NA 0.00 38.88 39.04 0.16 46 15.3 16.8 NA 0.00 39.04 39.21 0.16 45 15.6 17.2 NA 0.00 39.21 39.37 0.16 48 15.8 17.4 NA 0.00 39.37 39.53 0.16 40 18.7 20.6 NA 0.00 39.53 39.70 0.16 43 18.1 19.9 NA 0.00 39.70 39.86 0.16 39 19.4 21.3 NA 0.00 39.86 40.03 0.16 28 23.2 25.5 NA 0.00 40.03 40.19 0.16 23 26.3 28.9 NA 0.00 40.19 40.35 0.16 22 28.6 31.5 NA 0.00 ' 40.35 40.52 0.16 20 30.8 33.9 NA 0.00 40.52 40.68 0.16 21 32.7 36.0 NA 0.00 40.68 40.85 0.16 21 36.2 39.8 NA 0.00 40.85 41.01 0.16 18 42.6 46.9 NA 0.00 41.01 41.17 0.16 12 52.5 57.8 NA 0.00 41.17 41.34 0.16 7 60.8 66.9 NA 0.00 41.34 41.50 0.16 6 64.5 71.0 NA 0.00 41.50 41.67 0.16 5 65.4 71.9 NA 0.00 41.67 41.83 0.16 5 65.2 71.7 NA 0.00 41.83 41.99 0.16 5 65.4 71.9 NA 0.00 41.99 42.16 0.16 4 66.2 72.8 NA 0.00 42.16 42.32 0.16 4 66.8 73.5 NA 0.00 42.32 42.49 0.16 5 65.6 72.2 NA 0.00 42.49 42.65 0.16 5 64.4 70.8 NA 0.00 42.65 42.81 0.16 5 64.8 71.3 NA 0.00 42.81 42.98 0.16 5 63.9 70.3 NA 0.00 42.98 43.14 0.16 6 60.7 66.8 NA 0.00 43.14 43.31 0.16 6 57.7 63.5 NA 0.00 43.31 43.47 0.16 6 58.2 64.0 NA 0.00 43.47 43.64 0.16 7 53.4 58.7 NA 0.00 43.64 43.80 0.16 12 44.2 48.6 NA 0.00 43.80 43.96 0.16 15 43.7 48.1 NA 0.00 43.96 44.13 0.16 11 55.9 61.5 NA 0.00 44.13 44.29 0.16 10 60.1 66.1 NA 0.00 44.29 44.46 0.16 10 57.0 62.7 NA 0.00 44.46 44.62 0.16 10 51.8 57.0 NA 0.00 44.62 44.78 0.16 9 48.6 53.5 NA 0.00 44.78 44.95 0.16 9 46.3 50.9 NA 0.00 44.95 45.11 0.16 14 36.3 39.9 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 1 0.54 NA NA NA o I 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 45.11 45.28 0.16 26 22.8 25.1 1.1 0.45 0.52 1.53 0.01 0.03 0.02 45.28 45.44 0.16 45 15.4 16.9 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 58 12.0 13.2 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 50 12.0 13.2 NA 0.00 0.52 NA NA NA 0 Plate C-24 Albus-Keefe & Associates, inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) Top Bottom 45.77 45.93 0.16 55 10.4 11.4 45.93 46.10 0.16 54 9.9 10.9 46.10 46.26 0.16 49 9.8 10.8 46.26 46.42 0.16 51 9.9 10.9 46.42 46.59 0.16 57 10.3 11.3 46.59 46.75 0.16 49 12.3 13.5 46.75 46.92 0.16 47 14.2 15.6 46.92 47.08 0.16 45 16.4 18.0 47.08 47.24 0.16 52 15.2 16.7 47.24 47.41 0.16 53 15.0 16.5 47.41 47.57 0.16 40 16.5 18.2 47.57 47.74 0.16 41 14.0 15.4 47.74 47.90 0.16 51 11.0 12.1 47.90 48.06 0.16 61 9.4 10.3 48.06 48.23 0.16 75 8.7 9.6 48.23 48.39 0.16 55 11.5 12.7 48.39 48.56 0.16 17 25.3 27.E 48.56 48.72 0.16 18 28.3 31.1 48.72 48.88 0.16 24 25.1 27.6 48.88 49.05 0.16 40 19.2 21.1 49.05 49.21 0.16 53 13.8 15.2 49.21 49.38 0.16 62 11.2 12.3 49.38 49.54 0.16 62 10.5 11.6 49.54 49.70 0.16 59 10.5 11.E 49.70 49.87 0.16 54 10.8 11.9 49.87 50.03 0.16 39 10.6 11.7 TS IY Percent CSRâ€¢Percent IY 6 (in.) TS 6 (in.) Aveo (in.) 4 0 g. 0.00 0.52 NA NA NA 0 0.00 O.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA O 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 , 2- [ila 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.7 1.17 0.52 1.44 0.02 0.03 0.03 1.0 0.40 0.52 1.35 0.01 0.03 0.02 1.1 0.40 0.52 1.45 0.01 0.03 0.02 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.50 NA NA NA 0 I [ZE 0.00 0.50 NA NA NA 0 O.00 0.50 NA NA NA 0 50.03 50.20 0.16 41 10.3 11.3 0.00 0.50 NA NA NA 0 Notes:0.5 0.4 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (N,)60,71.1 (Sced, 1994). (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N i)53-c,Â· (3) Volumetric strain (Tokimatsu and Seed, 1987) using (N i )60-Average Liquefaction Settlement (in): 0.4 (4) Volumeteric strain (Sced et al., 2003) using (N ,)60,1 Plate C-24 Albus-Keefe & Associates, Inc.6 of 6 ANALYSIS OF LIQUEFACTION [NDUCED SETTLEMENT CPT- 11 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines IY Percent <#200 FS m G. Sieve (%) 4 36.2 39.8 NA 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 22 53.3 58.6 NA 0.00 0.49 0.66 0.16 22 54.7 60.2 NA 0.00 0.66 0.82 0.16 19 54.3 59.7 NA 0.00 0.82 0.98 0.16 16 51.4 56.5 NA 0.00 0.98 1.15 0.16 12 49.5 54.5 NA 0.00 1.15 1.31 0.16 4 80.3 88.3 NA 0.00 1.31 1.48 0.16 0 114.9 126.4 NA 0.00 1.48 1.64 0.16 1 82.8 91.1 NA 0.00 1.64 1.80 0.16 3 54.0 59.4 NA 0.00 1.80 1.97 0.16 7 32.6 35.9 NA 0.00 1.97 2.13 0.16 11 24.3 26.7 NA 0.00 2.13 2.30 0.16 19 18.4 20.2 NA 0.00 2.30 2.46 0.16 29 14.4 15.8 NA 0.00 2.46 2.62 0.16 38 12.4 13.6 NA 0.00 2.62 2.79 0.16 46 10.8 11.9 NA 0.00 2.79 2.95 0.16 48 10.3 11.3 NA 0.00 2.95 3.12 0.16 47 10.3 11.3 NA 0.00 3.12 3.28 0.16 49 10.0 11.0 NA 0.00 3.28 3.44 0.16 48 10.0 11.0 NA 0.00 3.44 3.61 0.16 47 10.3 11.3 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 3.61 3.77 0.16 46 10.4 11.4 NA 0.00 3.77 3.94 0.16 44 10.6 11.7 NA 0.00 3.94 4.10 0.16 44 10.6 11.7 NA 0.00 4.10 4.27 0.16 47 10.0 11.0 NA 0.00 4.27 4.43 0.16 48 9.7 10.7 NA 0.00 4.43 4.59 0.16 36 9.4 10.3 NA 0.00 4.59 4.76 0.16 36 9.4 10.3 NA 0.00 4.76 4.92 0.16 37 9.3 10.2 NA 0.00 4.92 5.09 0.16 38 9.2 10.1 NA 0.00 5.09 5.25 0.16 39 9.2 10.1 NA 0.00 5.25 5.41 0.16 38 9.2 10.1 NA 0.00 5.41 5.58 0.16 40 9.1 10.0 NA 0.00 5.58 5.74 0.16 41 9.0 9.9 NA 0.00 5.74 5.91 0.16 39 9.2 10.1 NA 0.00 5.91 6.07 0.16 39 9.3 10.2 NA 0.00 6.07 6.23 0.16 40 9.3 10.2 NA 0.00 6.23 6.40 0.16 40 9.3 10.2 NA 0.00 6.40 6.56 0.16 41 9.3 10.2 NA 0.00 6.56 6.73 0.16 41 9.4 10.3 NA 0.00 6.73 6.89 0.16 41 9.4 10.3 NA 0.00 6.89 7.05 0.16 41 9.4 10.3 NA 0.00 7.05 7.22 0.16 42 9.4 10.3 NA 0.00 7.22 7.38 0.16 42 9.4 10.3 NA 0.00 7.38 7.55 0.16 43 9.4 10.3 NA 0.00 7.55 7.71 0.16 42 9.7 10.7 NA 0.00 7.71 7.87 0.16 41 9.9 10.9 NA 0.00 7.87 8.04 0.16 40 10.2 11.2 NA 0.00 8.04 8.20 0.16 39 10.4 11.4 NA 0.00 8.20 8.37 0.16 39 10.3 11.3 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.38 NA NA NA 0 Plate C-25 Albus-Keefe & Associates, Inc.I of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).., (N,)â€ž2" FS IY Percent (1) TS CSR*Percent IY 6 (in.) TS 8 (in.) Ave 6 (in.) (3) 0/EVe /70)tiv Top Bottom 8.37 8.53 0.16 41 9.6 10.6 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 53 8.2 9.0 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 54 8.0 8.8 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 56 8.0 8.8 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 56 8.0 8.8 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 57 8.0 8.8 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 57 8.1 8.9 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 58 8.0 8.8 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 60 7.8 8.6 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 59 7.9 8.7 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 60 7.6 8.4 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 63 7.4 8.1 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 64 7.3 8.0 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 64 7.4 8.1 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 65 7.3 8.0 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 64 7.3 8.0 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 64 7.4 8.1 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 65 7.4 8.1 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 63 7.4 8.1 NA 0.00 0.42 NA NA NA C 11.48 11.65 0.16 67 7.2 7.9 NA 11.65 11.81 0.16 67 7.2 7.9 NA 11.81 11.98 0.16 69 7.2 7.9 NA 11.98 12.14 0.16 68 7.3 8.0 NA 12.14 12.30 0.16 66 7.3 8.0 NA 12.30 12.47 0.16 69 7.2 7.9 NA 12.47 12.63 0.16 70 7.2 7.9 NA 12.63 12.80 0.16 67 7.3 8.0 NA 12.80 12.96 0.16 67 7.3 8.0 NA 12.96 13.12 0.16 67 7.3 8.0 NA 13.12 13.29 0.16 66 7.3 8.0 NA 13.29 13.45 0.16 66 7.4 8.1 NA 13.45 13.62 0.16 66 7.4 8.1 NA 13.62 13.78 0.16 69 7.3 8.0 NA 13.78 13.94 0.16 71 7.2 7.9 NA 13.94 14.11 0.16 75 7.0 7J NA 14.11 14.27 0.16 76 6.9 7.6 NA 14.27 14.44 0.16 74 6.9 7.6 NA 14.44 14.60 0.16 76 6.8 7.5 NA 14.60 14.76 0.16 73 6.9 7.6 NA 14.76 14.93 0.16 70 7.2 7.9 NA 14.93 15.09 0.16 63 7.5 8.3 NA 15.09 15.26 0.16 63 7.8 8.6 NA 15.26 15.42 0.16 61 7.9 8.7 NA 15.42 15.58 0.16 55 8.4 9.2 NA 15.58 15.75 0.16 60 8.0 8.8 NA 15.75 15.91 0.16 65 7.8 8.6 NA 15.91 16.08 0.16 68 7.5 8.3 NA 16.08 16.24 0.16 69 7.4 8.1 NA 16.24 16.40 0.16 67 7.5 8.3 NA 16.40 16.57 0.16 67 7.5 8.3 NA 16.57 16.73 0.16 68 7.5 8.3 NA 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 68 7.5 8.3 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 70 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 75 7.0 7.7 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 80 6.8 7.5 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 84 6.7 7.4 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 84 6.8 7.5 NA 0.00 0.50 NA NA NA 0 Plate C-25 Albus-Keefe & Associates, inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Top Bottom Fines <#200 (N,).,. (Ni)$2' FS Sieve (%) IY Percent 0) gV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 17.72 17.88 0.16 63 7.6 8.4 NA 0.00 17.88 18.04 0.16 65 7.6 8.4 NA 0.00 18.04 18.21 0.16 69 7.4 8.1 NA 0.00 18.21 18.37 0.16 71 7.2 7.9 NA 0.00 18.37 18.54 0.16 75 7.0 77 NA 0.00 18.54 18.70 0.16 81 6.9 7.6 NA 0.00 18.70 18.86 0.16 81 7.0 7.7 NA 0.00 18.86 19.03 0.16 79 7.2 7.9 NA 0.00 19.03 19.19 0.16 77 7.2 7.9 NA 0.00 19.19 19.36 0.16 72 7.4 8.1 NA 0.00 19.36 19.52 0.16 58 8.1 8.9 NA 0.00 19.52 19.69 0.16 52 8.8 9.7 NA 0.00 19.69 19.85 0.16 53 9.1 10.0 NA 0.00 19.85 20.01 0.16 59 8.6 9.5 NA 0.00 20.01 20.18 0.16 61 8.5 9.4 NA 0.00 20.18 20.34 0.16 62 8.5 9.4 NA 0.00 20.34 20.51 0.16 58 8.5 9.4 NA 0.00 20.51 20.67 0.16 51 9.1 10.0 NA 0.00 20.67 20.83 0.16 45 9.8 10.8 NA 0.00 20.83 21.00 0.16 52 9.3 10.2 NA 0.00 21.00 21.16 0.16 55 9.1 10.0 NA 0.00 21.16 21.33 0.16 62 8.5 9.4 NA 0.00 21.33 21.49 0.16 69 8.0 8.8 NA 0.00 21.49 21.65 0.16 72 7.9 8.7 NA 0.00 21.65 21.82 0.16 74 7.9 8.7 NA 0.00 21.82 21.98 0.16 73 7.8 8.6 NA 0.00 (3) 0.50 NA NA NA 0 0.50 NA NA NA 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 21.98 22.15 0.16 77 7.5 8.3 NA 0.00 22.15 22.31 0.16 74 7.6 8.4 NA 0.00 22.31 22.47 0.16 58 8.6 9.5 NA 0.00 22.47 22.64 0.16 44 9.8 10.8 NA 0.00 22.64 22.80 0.16 35 11.0 12.1 0.4 2.69 22.80 22.97 0.16 35 10.9 12.0 0.4 2.72 22.97 23.13 0.16 33 10.9 12.0 0.3 2.72 23.13 23.29 0.16 32 10.9 12.0 0.3 2.72 23.29 23.46 0.16 30 10.7 11.8 0.3 2.78 23.46 23.62 0.16 31 10.8 11.9 0.3 2.75 23.62 23.79 0.16 31 11.3 12.4 0.3 2.61 23.79 23.95 0.16 33 12.2 13.4 0.5 2.35 23.95 24.11 0.16 36 12.6 13.9 NA 0.00 24.11 24.28 0.16 41 12.6 13.9 NA 0.00 24.28 24.44 0.16 42 12.6 13.9 NA 0.00 24.44 24.61 0.16 36 13.9 15.3 NA 0.00 24.61 24.77 0.16 33 13.9 15.3 0.6 2.77 24.77 24.93 0.16 41 11.0 12.1 NA 0.00 24.93 25.10 0.16 62 8.6 9.5 NA 0.00 25.10 25.26 0.16 70 8.0 8.8 NA 0.00 25.26 25.43 0.16 76 7.6 8.4 NA 0.00 25.43 25.59 0.16 77 7.5 8.3 NA 0.00 25.59 25.75 0.16 74 7.5 8.3 NA 0.00 25.75 25.92 0.16 76 7.6 8.4 NA 0.00 25.92 26.08 0.16 74 7.8 8.6 NA 0.00 26.08 26.25 0.16 60 8.8 9.7 NA 0.00 26.25 26.41 0.16 53 10.3 11.3 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 2.37 0.05 0.05 0.05 0.54 2.39 0.05 0.05 ' 0.05 0.54 2.39 0.05 0.05 0.05 0.54 2.39 0.05 0.05 0.05 0.54 2.41 0.05 0.05 0.05 0.54 2.40 0.05 0.05 0.05 0.54 2.33 0.05 0.05 0.05 0.54 2.23 0.05 0.04 0.05 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 2.06 0.05 0.04 0.05 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 26.41 26.57 0.16 53 10.9 12.0 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 54 10.9 12.0 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 57 10.4 11.4 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 61 9.7 10.7 NA 0.00 0.56 NA NA NA 0 Plate C-25 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni),., (N,)36-m FS IY Percenl (2) El TS CSR*Percent IY 6 (in.) TS 6 (in.) AveS (in.) (3) bleve 170/ Top Bottom 27.07 27.23 0.16 65 9.1 10.0 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 65 8.8 9.7 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 66 8.6 9.5 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 74 8.1 8.9 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 81 7.8 8.6 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 82 7.8 8.6 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 79 7.9 8.7 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 76 8.0 8.8 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 73 8.1 8.9 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 67 8.4 9.2 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 62 8.7 9.6 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 63 8.7 9.6 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 68 8.5 9.4 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 72 8.4 9.2 NA 0.00 0.56 NA NA NA 29.36 29.53 0.16 71 8.2 9.0 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 70 8.5 9.4 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 68 8.8 9.7 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 67 9.1 10.0 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 69 9.0 9.9 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 60 9.3 10.2 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 49 10.6 11.7 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 41 12.4 13.6 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 45 11.8 13.0 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 . 47 11.5 12.7 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 46 12.0 13.2 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 48 12.1 13.3 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 51 12.1 13.3 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 S2 12.3 13.5 NA 0.00 0.56 NA NA NA 0 31.66 31.82 0.16 47 12.9 14.2 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 55 11.2 12.3 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 61 10.3 11.3 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 54 11.0 12.1 NA 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 54 10.8 11.9 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 55 10.6 11.7 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 56 10.6 11.7 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 52 12.0 13.2 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 51 13.5 14.9 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 18 32.4 35.6 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 22 32.6 35.9 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 24 32.9 36.2 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 19 37.1 40.8 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 20 40.3 44.3 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 21 44.1 48.5 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 21 44.6 49.1 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 23 39.0 42.9 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 29 30.6 33.7 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 29 27.0 29.7 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 32 23.9 26.3 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 38 21.1 23.2 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 45 17.7 19.5 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 43 17.8 19.6 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 37 21.0 23.1 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 43 19.3 21.2 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 39 22.2 24.4 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 34 24.1 26.5 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 36 24.6 27.1 NA 0.00 0.56 NA NA NA*0 36.25 36.42 0.16 37 25.2 27.7 NA 0.00 0.56 NA NA NA 0 Plate C-25 Albus-Keefe & Associates, inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).a (N,)2" FS Sieve (%) IY Percent (2) EV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. Top Bottom 36.42 36.58 0.16 36 26.0 28.6 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 29 27.8 30.6 NA 0.00 0.54 NA NA NA 0 36.75 36.91 0.16 23 30.3 33.3 NA 0.00 36.91 37.07 0.16 19 31.7 34.9 NA 0.00 37.07 37.24 0.16 16 33.0 36.3 NA 0.00 37.24 37.40 0.16 14 33.7 37.1 NA 0.00 37.40 37.57 0.16 16 34.8 38.3 NA 0.00 37.57 37.73 0.16 21 34.3 37.7 NA 0.00 37.73 37.89 0.16 27 30.9 34.0 NA 0.00 37.89 38.06 0.16 29 30.1 33.1 NA 0.00 38.06 38.22 0.16 24 32.1 35.3 NA 0.00 38.22 38.39 0.16 17 36.1 39.7 NA 0.00 38.39 38.55 0.16 13 36.3 39.9 NA 0.00 38.55 38.71 0.16 11 37.6 41.4 NA 0.00 38.71 38.88 0.16 11 38.7 42.6 NA 0.00 38.88 39.04 0.16 10 40.4 44.4 NA 0.00 39.04 39.21 0.16 9 42.6 46.9 NA 0.00 39.21 39.37 0.16 8 45.4 49.9 NA 0.00 39.37 39.53 0.16 7 49.3 54.2 NA 0.00 39.53 39.70 0.16 5 51.7 56.9 NA 0.00 39.70 39.86 0.16 4 53.0 58.3 NA 0.00 39.86 40.03 0.16 4 52.7 58.0 NA 0.00 40.03 40.19 0.16 4 50.8 55.9 NA 0.00 40.19 40.35 0.16 4 49.7 54.7 NA 0.00 40.35 40.52 0.16 4 48.1 52.9 NA 0.00 40.52 40.68 0.16 5 44.4 48.8 NA 0.00 40.68 40.85 0.16 7 40.6 44.7 NA 0.00 40.85 41.01 0.16 8 41.5 45.7 NA 0.00 41.01 41.17 0.16 7 46.9 51.6 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 41.17 41.34 0.16 5 50.4 55.4 NA 0.00 41.34 41.50 0.16 4 52.8 58.1 NA 0.00 41.50 41.67 0.16 4 53.1 58.4 NA 0.00 41.67 41.83 0.16 4 52.0 57.2 NA 0.00 41.83 41.99 0.16 4 51.8 57.0 NA 0.00 41.99 42.16 0.16 3 53.4 58.7 NA 0.00 42.16 42.32 0.16 3 51.9 57.1 NA 0.00 42.32 42.49 0.16 3 50.4 5S.4 NA 0.00 42.49 42.65 0.16 3 47.7 52.5 NA 0.00 42.65 42.81 0.16 4 44.9 49.4 NA 0.00 42.81 42.98 0.16 5 43.3 47.6 NA 0.00 42.98 43.14 0.16 5 43.8 48.2 NA 0.00 43.14 43.31 0.16 5 47.8 52.6 NA 0.00 43.31 43.47 0.16 4 54.4 59.8 NA 0.00 43.47 43.64 0.16 3 57.7 63.5 NA 0.00 43.64 43.80 0.16 2 61.6 67.8 NA 0.00 43.80 43.96 0.16 2 62.9 69.2 NA 0.00 43.96 44.13 0.16 2 65.0 71.5 NA 0.00 44.13 44.29 0.16 2 66.6 73.3 NA 0.00 44.29 44.46 0.16 1 67.8 74.6 NA 0.00 44.46 44.62 0.16 1 70.3 77.3 NA 0.00 44.62 44.78 0.16 1 71.8 79.0 NA 0.00 44.78 44.95 0.16 0 74.0 81.4 NA 0.00 44.95 45.11 0.16 0 99.0 108.9 NA 0.00 45.11 45.28 0.16 0 96.7 106.4 NA 0.00 45.28 45.44 0.16 0 86.1 94.7 NA 0.00 45.44 45.60 0.16 0 55.6 61.2 NA 0.00 45.60 45.77 0.16 3 42.2 46.4 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 Plate C-25 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni),0. (Ni),sam FS Sieve (%) IY Percent (2) Â£v TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. Top Bottom 45.77 45.93 0.16 9 27.5 30.3 0.7 0.93 0.52 1.37 0.02 0.03 0.02 45.93 46.10 0.16 22 19.6 21.6 0.6 2.06 0.52 1.68 0.04 0.03 0.04 46.10 46.26 0.16 44 14.2 15.6 46.26 46.42 0.16 S7 11.2 12.3 46.42 46.59 0.16 61 9.8 10.8 46.59 46.75 0.16 60 9.3 10.2 46.75 46.92 0.16 60 9.1 10.0 46.92 47.08 0.16 61 8.8 9.7 47.08 47.24 0.16 70 9.0 9.9 47.24 47.41 0.16 64 10.4 11.4 47.41 47.57 0.16 50 13.6 15.0 47.57 47.74 0.16 45 14.5 16.0 47.74 47.90 0.16 58 11.0 12.1 47.90 48.06 0.16 78 8.8 9.7 48.06 48.23 0.16 71 9.1 10.0 48.23 48.39 0.16 76 8.7 9.6 48.39 48.56 0.16 79 8.4 9.2 48.56 48.72 0.16 80 8.2 9.0 48.72 48.88 0.16 63 10.3 11.3 48.88 49.05 0.16 47 14.7 16.2 49.05 49.21 0.16 37 20.2 22.2 49.21 49.38 0.16 23 27.7 30.5 49.38 49.54 0.16 17 34.7 38.2 49.54 49.70 0.16 15 39.4 43.3 49.70 49.87 0.16 14 39.7 43.7 49.87 50.03 0.16 13 39.0 42.9 50.03 50.20 0.16 12 43.4 47.7 Notes: m 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA 0 i [m. i O.00 0.52 NA NA NA 0 m -0.00 0.52 NA NA NA 0 03 1 0.00 0.52 NA NA NA 0 :[m 0.00 0.52 NA NA NA 0 m 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 ' 61]Z 0.00 0.52 NA NA NA 0 [m 0.00 0.52 NA NA NA 0 [93 Â· 0.00 0.52 NA NA NA 0 m . 0.00 0.52 NA NA NA O m 0.00 0.52 NA NA NA 0 6ZJ 0.00 0.52 NA NA NA 0 :. [m 0.00 0.52 NA NA NA 0 .[m 0.00 0.52 NA NA NA 0 (m o.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA O r. O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 90 : O.00 0.50 NA NA NA 0 O.00 0.50 NA NA NA 0 O.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.5 0.5 0.5 0) Effective ER=55% normalized standard penetration resistance for clean sands, (N i )6(ks' 1.1 (Seed, 1994). (2) Volumetric strain (Ishiharn and Yoshimine, 1992) using (N ,)53<, (3) Volumetric strain (Tokimatsu and Seed, 1987) using (Ni),0.,c,Average Liquefaction Settlement (in): 0.5 (4) Volumeteric strain (Seed et al., 2003) using (Ni)60,1. Plate C-25 Albus-Keefe & Associates,Inc.6 of 6 . ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT- 12A Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 (N,)., (N,)52' FS Sieve (%) 2 59.0 64.9 NA IY Percent {1) 8. 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) AveS (in.) 0.33 0.49 0.16 0 34.0 37.4 NA 0.00 0.49 0.66 0.16 6 18.3 20.1 NA 0.00 0.66 0.82 0.16 11 18.0 19.8 NA 0.00 0.82 0.98 0.16 18 17.3 19.0 NA 0.00 0.98 1.15 0.16 29 14.2 15.6 NA 0.00 1.15 1.31 0.16 43 11.2 12.3 NA 0.00 1.31 1.48 0.16 44 10.6 11.7 NA 0.00 1.48 1.64 0.16 46 10.3 11.3 NA 0.00 1.64 1.80 0.16 44 10.5 11.6 NA 0.00 1.80 1.97 0.16 41 11.2 12.3 NA 0.00 1.97 2.13 0.16 38 12.6 13.9 NA 0.00 2.13 2.30 0.16 35 14.0 15.4 NA 0.00 2.30 2.46 0.16 35 14.4 15.8 NA 0.00 2.46 2.62 0.16 33 14.7 16.2 NA 0.00 2.62 2.79 0.16 31 14.7 16.2 NA 0.00 2.79 2.95 0.16 28 14.1 15.5 NA 0.00 2.95 3.12 0.16 29 12.5 13.8 NA 0.00 3.12 3.28 0.16 33 10.7 11.8 NA 0.00 3.28 3.44 0.16 40 9.7 10.7 NA 0.00 3.44 3.61 0.16 47 9.1 10.0 NA 0.00 3.61 3.77 0.16 51 8.8 9.7 NA 0.00 3.77 3.94 0.16 50 9.0 9.9 NA 0.00 3.94 4.10 0.16 50 9.1 10.0 NA 0.00 4.10 4.27 0.16 49 9.2 10.1 NA 0.00 4.27 4.43 0.16 50 9.2 10.1 NA 0.00 4.43 4.59 0.16 36 9.1 10.0 NA 0.00 4.59 4.76 0.16 37 9.1 10.0 NA 0.00 4.76 4.92 0.16 38 9.1 10.0 NA 0.00 4.92 5.09 0.16 38 9.1 10.0 NA 0.00 5.09 5.25 0.16 39 9.0 9.9 NA 0.00 5.25 5.41 0.16 40 8.8 9.7 NA 0.00 5.41 5.58 0.16 42 8.6 9.5 NA 0.00 5.58 5.74 0.16 43 8.5 9.4 NA 0.00 5.74 5.91 0.16 42 8.6 9.5 NA 0.00 5.91 6.07 0.16 39 9.1 10.0 NA 0.00 6.07 6.23 0.16 38 9.4 10.3 NA 0.00 6.23 6.40 0.16 39 9.3 10.2 NA 0.00 6.40 6.56 0.16 40 9.3 10.2 NA 0.00 6.56 6.73 0.16 36 10.4 11.4 NA 0.00 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 6.73 6.89 0.16 37 12.3 13.5 NA 0.00 0.36 NA NA NA 0 6.89 7.05 0.16 31 13.7 15.1 NA 0.00 0.36 NA NA NA 0 7.05 7.22 0.16 21 15.1 16.6 NA 0.00 0.36 NA NA NA 0 7.22 7.38 0.16 16 16.1 17.7 NA 0.00 0.36 NA NA NA 0 7.38 7.55 0.16 18 16.5 18.2 NA 0.00 0.36 NA NA NA 0 7.55 7.71 0.16 21 16.0 17.6 NA 0.00 0.36 NA NA NA 0 7.71 7.87 0.16 22 14.9 16.4 NA 0.00 0.36 NA NA NA 0 7.87 8.04 0.16 24 13.7 15.1 NA 0.00 0.36 NA NA NA 0 8.04 8.20 0.16 30 11.7 12.9 0.9 1.80 0.36 2.29 0.04 0.05 0.04 8.20 8.37 0.16 38 10.3 11.3 NA 0.00 0.38 NA NA NA 0 Plate C-26 Albus-Keefe & Associates, Inc.1 of 6 Depth interval (ft)Soil layer thickness (ft) Fines <#200 (N,)60.. (N,)55--FS IY Percent (2) 8. TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) ateve <70, TOP Bottom 8.37 8.53 0.16 39 9.3 10.2 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 41 9.0 9.9 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 40 8.8 9.7 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 43 8.7 9.6 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 43 8.8 9.7 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 45 8.5 9.4 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 46 8.5 9.4 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 46 8.5 9.4 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 45 8.6 9.5 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 43 8.8 9.7 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 42 9.0 9.9 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 44 9.0 9.9 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 45 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 46 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 46 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 48 8.7 9.6 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 47 8.8 9.7 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 48 8.8 9.7 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 49 8.7 9.6 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 53 8.4 9.2 NA 0.00 0.44 NA NA NA 0 11.65 11.81 0.16 51 8.0 8.8 NA 0.00 0.44 NA NA NA 0 11.81 11.98 0.16 58 7.8 8.6 NA 0.00 11.98 12.14 0.16 64 7.3 8.0 NA 0.00 12.14 12.30 0.16 61 7.4 8.1 NA 0.00 12.30 12.47 0.16 61 7.3 8.0 NA 0.00 12.47 12.63 0.16 63 7.3 8.0 NA 0.00 12.63 12.80 0.16 66 7.2 7.9 NA 0.00 12.80 12.96 0.16 64 7.2 7.9 NA 0.00 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 0.44 NA NA NA 0 12.96 13.12 0.16 68 7.0 7J NA 0.00 0.46 NA NA NA 0 13.12 13.29 0.16 67 7.0 7J NA 0.00 0.46 NA NA NA 0 13.29 13.45 0.16 69 6.9 7.6 NA 0.00 0.46 NA NA NA 0 13.45 13.62 0.16 65 7.2 7.9 NA 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 66 7.2 7.9 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 66 7.2 7.9 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 66 7.0 77 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 69 6.9 7.6 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 66 7.0 7.7 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 63 7.3 8.0 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 59 7.4 8.1 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 57 7.5 8.3 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 60 7.5 8.3 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 61 7.5 8.3 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 63 7.5 8.3 NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 64 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 67 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 69 7.0 7.7 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 69 7.0 7J NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 71 6.9 7.6 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 71 6.8 7.5 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 71 6.8 7.5 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 75 6.8 7.5 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 78 6.7 7.4 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 80 6.7 7.4 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 78 6.8 7.5 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 77 6.8 7.5 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 77 6.9 7.6 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 64 7.3 8.0 NA 0.00 0.50 NA NA NA 0 Plate C-26 Albus-Keefe & Associates, Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent E. TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) E. TOP Bottom 17.72 17.88 0.16 62 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 66 7.4 8.1 NA 0.00 0.50 NA NA NA 18.04 18.21 0.16 63 7.6 8.4 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 56 8.4 9.2 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 54 9.1 10.0 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 54 9.4 10.3 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 S4 9.4 10.3 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 61 8.7 9.6 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 61 8.6 9.5 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 60 8.5 9.4 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 59 8.2 9.0 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 62 7.9 8.7 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 75 7.2 7.9 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 78 7.0 77 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 80 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 80 6.9 7.6 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 87 6.7 7.4 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 94 6.4 7.0 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 92 6.3 6.9 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 96 6.2 6.8 NA 0.00 21.00 21.16 0.16 93 6.3 6.9 NA 0.00 21.16 21.33 0.16 78 6.7 7.4 NA 0.00 21.33 21.49 0.16 69 6.9 7.6 NA 0.00 21.49 21.65 0.16 66 7.0 7.7 NA 0.00 21.65 21.82 0.16 62 7.2 7.9 NA 0.00 21.82 21.98 0.16 55 7.5 8.3 NA 0.00 21.98 22.15 0.16 62 7.2 7.9 NA 0.00 22.15 22.31 0.16 71 6.8 7.5 NA 0.00 22.31 22.47 0.16 72 6.8 7.5 NA 0.00 22.47 22.64 0.16 71 6.9 7.6 NA 0.00 22.64 22.80 0.16 76 6.7 7.4 NA 0.00 22.80 22.97 0.16 81 6.4 7.0 NA 0.00 22.97 23.13 0.16 84 6.3 6.9 NA 0.00 23.13 23.29 Â·0.16 81 6.4 7.0 NA 0.00 23.29 23.46 0.16 73 6.6 7.3 NA 0.00 23.46 23.62 0.16 67 6.8 7.5 NA 0.00 23.62 23.79 0.16 66 6.9 7.6 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 23.79 23.95 0.16 64 7.2 7.9 NA 0.00 0.54 NA NA NA 0 23.95 24.11 0.16 61 7.4 8.1 NA 0.00 0.54 NA NA NA 0 24.11 24.28 0.16 59 7.8 8.6 NA 0.00 0.54 NA NA NA 0 24.28 24.44 0.16 61 7.9 8.7 NA 0.00 0.54 NA NA NA 0 24.44 24.61 0.16 62 8.1 8.9 NA 0.00 0.54 NA NA NA 0 24.61 24.77 0.16 49 9.8 10.8 NA 0.00 0.54 NA NA NA 0 24.77 24.93 0.16 51 10.3 11.3 NA 0.00 0.54 NA NA NA 0 24.93 25.10 0.16 44 11.5 12.7 NA 0.00 0.54 NA NA NA 0 25.10 25.26 0.16 48 10.5 11.6 NA 0.00 0.54 NA NA NA 0 25.26 25.43 0.16 52 9.6 10.6 NA 0.00 0.54 NA NA NA 0 25.43 25.59 0.16 54 9.1 10.0 NA 0.00 0.54 NA NA NA 0 25.59 25.75 0.16 55 8.7 9.6 NA 0.00 0.54 NA NA NA 0 25.75 25.92 0.16 57 8.5 9.4 NA 0.00 0.54 NA NA NA 0 25.92 26.08 0.16 60 8.1 8.9 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 59 8.4 9.2 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 60 8.4 9.2 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 66 8.1 8.9 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 64 8.2 9.0 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 50 9.3 10.2 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 44 10.9 12.0 NA 0.00 0.56 NA NA NA 0 Plate C-26 Albus-KÂ«fe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent (Z) E. TS CSR*Percent CY 6 (in.) TS 6 (in.) AveS (in.) (3) ateve (70)4 Top Bottom 27.07 27.23 0.16 43 12.2 13.4 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 47 12.1 13.3 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 50 12.1 13.3 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 41 15.1 16.6 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 44 15.3 16.8 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 48 14.0 15.4 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 56 12.0 13.2 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 57 11.0 12.1 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 51 11.0 12.1 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 49 11.0 12.1 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 46 11.5 12.7 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 44 12.3 13.5 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 44 13.3 14.6 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 37 16.2 17.8 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 35 17.3 19.0 1.2 0.42 0.56 1.81 0.01 0.04 0.02 29.53 29.69 0.16 34 17.6 19.4 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 35 16.9 18.6 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 42 15.8 17.4 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 45 14.6 16.1 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 45 14.6 16.1 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 42 15.4 16.9 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 41 16.4 18.0 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 41 16.6 18.3 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 43 17.1 18.8 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 38 20.5 22.6 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 40 20.5 22.6 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 40 19.4 21.3 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 44 16.4 18.0 NA 0.00 0.56 NA NA NA 0 31.66 31.82 0.16 50 13.5 14.9 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 51 12.7 14.0 NA 0.00 0.56 NA NA NA 0 31.99 32.15 0.16 54 11.4 12.5 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 52 11.0 12.1 NA 0.00 0.56 NA NA NA 0 32.32 32.48 0.16 52 11.1 12.2 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 44 13.3 14.6 NA 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 47 12.9 14.2 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 47 12.3 13.5 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 46 12.4 13.6 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 46 12.0 13.2 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 48 11.6 12.8 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 44 12.4 13.6 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 46 12.7 14.0 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 42 14.6 16.1 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 42 16.0 17.6 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 45 15.4 16.9 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 48 14.6 16.1 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 50 13.6 15.0 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 51 12.9 14.2 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 51 12.8 14.1 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 50 12.9 14.2 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 52 12.7 14.0 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 55 11.7 12.9 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 59 10.6 11.7 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 58 10.3 11.3 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 55 10.2 11.2 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 52 10.8 11.9 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 52 11.6 12.8 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 46 13.5 14.9 NA 0.00 0.56 NA NA NA 0 Plate C-26 Albus-Keefe & Associates,inc.4 of 6 Depth IntenÂ·al (ft)Soil layer thickness (ft) Fines <#200 FS Sieve (%) IY Percent (2) E' TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) El Top Bottom 36.42 36.58 0.16 44 14.6 16.1 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 46 14.7 16.2 NA 0.00 0.54 NA NA NA 36.75 36.91 0.16 48 14.6 16.1 NA 0.00 0.54 NA NA NA 0 36.91 37.07 0.16 49 14.6 16.1 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 43 16.6 18.3 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 40 17.7 19.5 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 43 18.3 20.1 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 42 19.2 21.1 NA 0.00 0.54 NA NA NA 0 37.73 37.89 0.16 42 19.4 21.3 NA 0.00 0.54 NA NA NA 0 37.89 38.06 0.16 41 20.2 22.2 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 25 28.0 30.8 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 19 35.0 38.5 NA 0.00 0.54 NA NA NA 0 38.39 38.55 0.16 14 39.9 43.9 NA 0.00 0.54 NA NA NA 0 38.55 38.71 0.16 13 40.5 44.6 NA 0.00 0.54 NA NA NA 0 38.71 38.88 0.16 13 39.8 43.8 NA 0.00 0.54 NA NA NA 0 38.88 39.04 0.16 11 35.8 39.4 NA 0.00 0.54 NA NA NA 0 39.04 39.21 0.16 16 29.7 32.7 NA 0.00 0.54 NA NA NA 0 39.21 39.37 0.16 25 24.0 26.4 NA 0.00 0.54 NA NA NA 0 39.37 39.53 0.16 40 19.3 21.2 NA 0.00 0.54 NA NA NA 0 39.53 39.70 0.16 47 17.2 18.9 NA 0.00 39.70 39.86 0.16 22 30.2 33.2 NA 0.00 39.86 40.03 0.16 10 51.0 56.1 NA 0.00 40.03 40.19 0.16 6 64.8 71.3 NA 0.00 40.19 40.35 0.16 5 68.7 75.6 NA 0.00 40.35 40.52 0.16 3 69.8 76.8 NA 0.00 40.52 40.68 0.16 2 69.9 76.9 NA 0.00 40.68 40.85 0.16 2 68.5 75.4 NA 0.00 40.85 41.01 0.16 2 67.3 74.0 NA 0.00 41.01 41.17 0.16 1 66.5 73.2 NA 0.00 41.17 41.34 0.16 1 64.9 71.4 NA 0.00 41.34 41.50 0.16 2 61.9 68.1 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 41.50 41.67 0.16 2 59.1 65.0 NA 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 2 57.2 62.9 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 2 58.6 64.5 NA 0.00 0.54 NA NA NA 0 41.99 42.16 0.16 1 60.6 66.7 NA 0.00 0.54 NA NA NA 0 42.16 42.32 0.16 1 61.0 67.1 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 1 61.9 68.1 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 1 62.8 69.1 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 1 62.8 69.1 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 2 61.0 67.1 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 2 58.3 64.1 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 2 57.6 63.4 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 3 55.9 61.5 NA 0.00 0.54 NA NA NA 0 43.47 43.64 0.16 3 55.0 60.5 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 2 57.3 63.0 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 2 58.8 64.7 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 3 58.1 63.9 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 3 56.0 61.6 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 3 51.8 57.0 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 4 47.1 51.8 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 7 41.5 45.7 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 8 40.1 44.1 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 8 43.7 48.1 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 8 46.8 51.5 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 7 55.0 60.5 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 7 59.6 65.6 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 8 60.9 67.0 NA 0.00 0.52 NA NA NA 0 Plate C-26 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).0 (N,)2" FS Sieve (%) IY Percent a,Ev TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) GV TOP Bottom 45.77 45.93 0.16 8 59.3 65.2 45.93 46.10 0.16 8 56.8 62.5 46.10 46.26 0.16 8 55.0 60.5 46.26 46.42 0.16 8 53.8 59.2 46.42 46.59 0.16 9 53.1 58.4 46.59 46.75 0.16 9 50.5 55.6 46.75 46.92 0.16 10 48.1 52.9 46.92 47.08 0.16 11 46.6 51.3 47.08 47.24 0.16 11 43.8 48.2 47.24 47.41 0.16 13 39.9 43.9 47.41 47.57 0.16 15 36.0 39.6 47.57 47.74 0.16 17 34.3 37.7 47.74 47.90 0.16 15 35.8 39.4 47.90 48.06 0.16 8 36.4 40.C 48.06 48.23 0.16 7 37.3 41.C 48.23 48.39 0.16 12 30.2 33.2 48.39 48.56 0.16 22 23.7 26.1 48.56 48.72 0.16 37 19.6 21.6 48.72 48.88 0.16 54 13.5 14.5 48.88 49.05 0.16 63 10.9 12.C 49.05 49.21 0.16 63 9.7 10.7 49.21 49.38 0.16 66 9.2 10.1 49.38 49.54 0.16 64 9.1 10.C 49.54 49.70 0.16 65 9.0 9.9 49.70 49.87 0.16 65 8.8 9.7 49.87 50.03 0.16 66 8.7 9.6 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 O.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 1.2 Error?0.52 1.16 Error?0.02 0 1.2 Error?0.52 1.14 Error?0.02 0 0.9 0.39 0.52 1.29 0.01 0.03 0.02 0.9 0.84 0.52 1.50 0.02 0.03 0.02 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 50.03 50.20 0.16 66 8.7 9.6 0.00 0.50 NA NA NA 0 Notes:0.1 0.2 0.1 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (Ni)60,s* 1.1 (Seed, 1994). (2) Volumetric strnin (Ishihara and Yoshimine, 1992) using (N,)33,1- (3) Volumetric strain (Tokimatsu and Seed, 1 987) using (141 J.cs.Average Liquefaction Settlement (in): (4) Volumeteric strnin (Seed et al., 2003) using (N,)60,5- 0.1 I Plate C-26 Albus-Keefe & Associates, Inc.6 of 6 . ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT-13A Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines IY Percent <#200 FS m 6.Sieve (%) 36 7.3 8.0 NA 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 5 29.6 32.6 NA 0.00 0.49 0.66 0.16 3 39.5 43.5 NA 0.00 0.66 0.82 0.16 5 32.1 35.3 NA 0.00 0.82 0.98 0.16 12 23.0 25.3 NA 0.00 0.98 1.15 0.16 23 16.8 18.5 NA 0.00 1.15 1.31 0.16 35 13.6 15.0 NA 0.00 1.31 1.48 0.16 42 11.7 12.9 NA 0.00 1.48 1.64 0.16 41 11.2 12.3 NA 0.00 1.64 1.80 0.16 42 10.9 12.0 NA 0.00 1.80 1.97 0.16 43 10.6 11.7 NA 0.00 1.97 2.13 0.16 40 11.0 12.1 NA 0.00 2.13 2.30 0.16 39 10.4 11.4 NA 0.00 2.30 2.46 0.16 41 9.8 10.8 NA 0.00 2.46 2.62 0.16 40 9.9 10.9 NA 0.00 2.62 2.79 0.16 41 10.3 11.3 NA 0.00 2.79 2.95 0.16 41 10.9 12.0 NA 0.00 2.95 3.12 0.16 39 11.7 12.9 NA 0.00 3.12 3.28 0.16 37 12.7 14.0 NA 0.00 3.28 3.44 0.16 36 13.3 14.6 NA 0.00 3.44 3.61 0.16 35 14.3 15.7 NA 0.00 (3)El 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 3.61 3.77 0.16 34 14.9 16.4 NA 0.00 3.77 3.94 0.16 35 15.1 16.6 NA 0.00 3.94 4.10 0.16 35 15.3 16.8 NA 0.00 4.10 4.27 0.16 35 15.6 17.2 NA 0.00 4.27 4.43 0.16 34 15.9 17.5 NA 0.00 4.43 4.59 0.16 34 16.0 17.6 NA 0.00 4.59 4.76 0.16 35 15.7 17.3 NA 0.00 4.76 4.92 0.16 37 15.0 16.5 NA 0.00 4.92 5.09 0.16 39 14.0 15.4 NA 0.00 5.09 5.25 0.16 40 12.7 14.0 NA 0.00 5.25 5.41 0.16 45 11.5 12.7 NA 0.00 5.41 5.58 0.16 36 11.0 12.1 NA 0.00 5.58 5.74 0.16 36 10.8 11.9 NA 0.00 5.74 5.91 0.16 38 10.0 11.0 NA 0.00 5.91 6.07 0.16 40 9.4 10.3 NA 0.00 6.07 6.23 0.16 40 9.2 10.1 NA 0.00 6.23 6.40 0.16 46 8.6 9.5 NA 0.00 6.40 6.56 0.16 46 8.7 9.6 NA 0.00 6.56 6.73 0.16 45 9.2 10.1 NA 0.00 6.73 6.89 0.16 39 10.2 11.2 NA 0.00 6.89 7.05 0.16 34 12.3 13.5 NA 0.00 7.05 7.22 0.16 24 14.3 15.7 NA 0.00 7.22 7.38 0.16 18 15.7 17.3 NA 0.00 7.38 7.55 0.16 15 16.3 17.9 NA 0.00 7.55 7.71 0.16 15 15.9 17.5 NA 0.00 7.71 7.87 0.16 17 14.7 16.2 NA 0.00 7.87 8.04 0.16 23 13.2 14.5 NA 0.00 8.04 8.20 0.16 34 11.9 13.1 1.2 0.44 8.20 8.37 0.16 37 10.3 11.3 NA 0.00 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 2.26 0.01 0.04 0.03 0.38 NA NA NA 0 Plate C-27 Albus-Keefe & Associates, Inc.I of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).., (N,)2" FS IY Percent (Z) TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) <leVe /70, Top Bottom 8.37 8.53 0.16 43 9.3 10.2 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 45 9.1 10.0 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 47 9.0 9.9 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 50 8.6 9.5 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 50 8.5 9.4 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 52 8.2 9.0 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 54 8.1 8.9 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 55 8.0 8.8 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 55 8.0 8.8 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 54 8.1 8.9 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 54 8.2 9.0 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 53 8.2 9.0 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 53 8.4 9.2 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 54 8.4 9.2 NA 10.66 10.83 0.16 56 8.1 8.9 NA 10.83 10.99 0.16 59 7.9 8.7 NA 10.99 11.15 0.16 60 7.8 8.6 NA 11.15 11.32 0.16 56 7.8 8.6 NA 11.32 11.48 0.16 55 7.8 8.6 NA 11.48 11.65 0.16 55 8.0 8.8 NA 11.65 11.81 0.16 58 7.9 8.7 NA 11.81 11.98 0.16 61 7.6 8.4 NA 11.98 12.14 0.16 63 7.5 8.3 NA 12.14 12.30 0.16 67 7.2 7.9 NA 12.30 12.47 0.16 68 7.0 7J NA 12.47 12.63 0.16 67 7.0 7J NA 12.63 12.80 0.16 67 7.0 7J NA 12.80 12.96 0.16 67 7.0 7.7 NA 12.96 13.12 0.16 67 7.0 7.7 NA 13.12 13.29 0.16 68 6.9 7.6 NA 13.29 13.45 0.16 70 6.8 7.5 NA 13.45 13.62 0.16 72 6.7 7.4 NA 13.62 13.78 0.16 71 6.8 7.5 NA 13.78 13.94 0.16 67 6.9 7.6 NA 13.94 14.11 0.16 61 7.3 8.0 NA 14.11 14.27 0.16 57 7.5 8.3 NA 14.27 14.44 0.16 56 7.5 8.3 NA 14.44 14.60 0.16 57 7.5 8.3 NA 14.60 14.76 0.16 60 7.5 8.3 NA 14.76 14.93 0.16 62 7.5 8.3 NA 14.93 15.09 0.16 67 7.4 8.1 NA 15.09 15.26 0.16 73 7.0 77 NA 15.26 15.42 0.16 79 6.7 7.4 NA 15.42 15.58 0.16 85 6.4 7.0 NA 15.58 15.75 0.16 90 6.3 6.9 NA 15.75 15.91 0.16 92 6.2 6.8 NA 15.91 16.08 0.16 95 6.1 6.7 NA 0.00 0.42 NA NA NA 0 O.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 O.00 0.42 NA NA NA 0 0.00 0.42 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.44 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 O.00 0.46 NA NA NA 0 0.00 0.46 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 _0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 89 6.2 6.8 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 89 6.2 6.8 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 94 6.2 6.8 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 95 6.2 6.8 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 90 6.2 6.8 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 87 6.4 7.0 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 75 6.9 7.6 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 57 7.8 8.6 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 55 8.2 9.0 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 56 8.5 9.4 NA 0.00 0.50 NA NA NA 0 Plate C-27 Albus-Keefe & Associates, Inc.2 of 6 Depth Intenal (ft)Soil layer thickness (ft) Fines <#200 FS IY Percent e.(2) TS CSR'Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) bleve (70, Top Bottom 17.72 17.88 0.16 56 8.7 9.6 NA 0.00 0.50 NA NA NA 0 17.88 18.04 0.16 57 8.7 9.6 NA 0.00 0.50 NA NA NA 0 18.04 18.21 0.16 59 8.7 9.6 NA 0.00 0.50 NA NA NA 0 18.21 18.37 0.16 60 8.7 9.6 NA 0.00 0.50 NA NA NA 0 18.37 18.54 0.16 62 8.6 9.5 NA 0.00 0.50 NA NA NA 0 18.54 18.70 0.16 65 8.4 9.2 NA 0.00 0.50 NA NA NA 0 18.70 18.86 0.16 66 8.0 8.8 NA 0.00 0.50 NA NA NA 0 18.86 19.03 0.16 67 7.8 8.6 NA 0.00 0.50 NA NA NA 0 19.03 19.19 0.16 66 7.6 8.4 NA 0.00 0.52 NA NA NA 0 19.19 19.36 0.16 66 7.8 8.6 NA 0.00 0.52 NA NA NA 0 19.36 19.52 0.16 68 7.6 8.4 NA 0.00 0.52 NA NA NA 0 19.52 19.69 0.16 70 7.5 8.3 NA 0.00 0.52 NA NA NA 0 19.69 19.85 0.16 74 7.3 8.0 NA 0.00 0.52 NA NA NA 0 19.85 20.01 0.16 77 7.0 77 NA 0.00 0.52 NA NA NA 0 20.01 20.18 0.16 72 7.3 8.0 NA 0.00 0.52 NA NA NA 0 20.18 20.34 0.16 70 7.4 8.1 NA 0.00 0.52 NA NA NA 0 20.34 20.51 0.16 67 8.2 9.0 NA 0.00 0.52 NA NA NA 0 20.51 20.67 0.16 52 10.0 11.0 NA 0.00 0.52 NA NA NA 0 20.67 20.83 0.16 44 11.5 12.7 NA 0.00 0.52 NA NA NA 0 20.83 21.00 0.16 40 12.1 13.3 NA 0.00 0.52 NA NA NA 0 21.00 21.16 0.16 40 11.6 12.8 NA 0.00 0.52 NA NA NA 0 21.16 21.33 0.16 42 11.0 12.1 NA 0.00 21.33 21.49 0.16 49 9.9 10.9 NA 0.00 21.49 21.65 0.16 56 9.3 10.2 NA 0.00 21.65 21.82 0.16 54 9.4 10.3 NA 0.00 21.82 21.98 0.16 57 9.1 10.0 NA 0.00 21.98 22.15 0.16 64 8.0 8.8 NA 0.00 22.15 22.31 0.16 71 7.2 7.9 NA 0.00 22.31 22.47 0.16 81 6.9 7.6 NA 0.00 22.47 22.64 0.16 55 8.5 9.4 NA 0.00 22.64 22.80 0.16 48 9.4 10.3 NA 0.00 22.80 22.97 0.16 54 9.0 9.9 NA 0.00 22.97 23.13 0.16 52 9.2 10.1 NA 0.00 23.13 23.29 0.16 48 9.4 10.3 NA 0.00 23.29 23.46 0.16 45 10.0 11.0 NA 0.00 23.46 23.62 0.16 45 10.5 11.6 NA 0.00 23.62 23.79 0.16 46 11.0 12.1 NA 0.00 23.79 23.95 0.16 47 11.0 12.1 NA 0.00 23.95 24.11 0.16 47 10.9 12.0 NA 0.00 24.11 24.28 0.16 47 10.6 11.7 NA 0.00 24.28 24.44 0.16 47 10.5 11.6 NA 0.00 24.44 24.61 0.16 48 10.4 11.4 NA 0.00 24.61 24.77 0.16 48 10.5 11.6 NA 0.00 24.77 24.93 0.16 49 10.4 11.4 NA 0.00 24.93 25.10 0.16 48 10.5 11.6 NA 0.00 25.10 25.26 0.16 50 10.3 11.3 NA 0.00 25.26 25.43 0.16 50 10.2 11.2 NA 0.00 25.43 25.59 0.16 50 10.3 11.3 NA 0.00 25.59 25.75 0.16 49 10.5 11.6 NA 0.00 25.75 25.92 0.16 49 10.9 12.0 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 25.92 26.08 0.16 51 10.5 11.6 NA 0.00 0.54 NA NA NA 0 26.08 26.25 0.16 SO 10.8 11.9 NA 0.00 0.54 NA NA NA 0 26.25 26.41 0.16 46 11.6 12.8 NA 0.00 0.54 NA NA NA 0 26.41 26.57 0.16 48 11.5 12.7 NA 0.00 0.54 NA NA NA 0 26.57 26.74 0.16 53 10.6 11.7 NA 0.00 0.54 NA NA NA 0 26.74 26.90 0.16 50 10.9 12.0 NA 0.00 0.54 NA NA NA 0 26.90 27.07 0.16 53 10.3 11.3 NA 0.00 0.56 NA NA NA 0 Plate C-27 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 FS TS IY Percent CSRI Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) _ (3) ateve (701 Top Bottom 27.07 27.23 0.16 55 10.2 11.2 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 54 10.3 11.3 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 54 10.5 11.6 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 53 10.6 11.7 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 49 10.9 12.0 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 49 10.8 11.9 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 52 11.1 12.2 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 43 14.1 15.5 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 41 16.2 17.8 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 39 17.2 18.9 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 45 15.6 17.2 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 47 14.4 15.8 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 54 12.6 13.9 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 39 14.8 16.3 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 32 16.5 18.2 0.8 2.20 0.56 1.86 0.04 0.04 0.04 29.53 29.69 0.16 33 17.3 19.0 1.0 0.96 0.56 1.81 0.02 0.04 0.03 29.69 29.86 0.16 34 20.4 22.4 NA 0.00 0.56 NA NA NA 0 29.86 30.02 0.16 28 27.2 29.9 NA 0.00 0.56 NA NA NA 0 30.02 30.18 0.16 24 33.4 36.7 NA 0.00 0.56 NA NA NA 0 30.18 30.35 0.16 27 30.5 33.6 NA 0.00 0.56 NA NA NA 0 30.35 30.51 0.16 33 24.2 26.6 NA 0.00 0.56 NA NA NA 0 30.51 30.68 0.16 32 22.1 24.3 NA 0.00 0.56 NA NA NA 0 30.68 30.84 0.16 33 21.4 23.5 NA 0.00 0.56 NA NA NA 0 30.84 31.00 0.16 32 22.3 24.5 NA 0.00 0.56 NA NA NA 0 31.00 31.17 0.16 39 19.2 21.1 NA 0.00 0.56 NA NA NA 0 31.17 31.33 0.16 45 15.9 17.5 NA 0.00 0.56 NA NA NA 0 31.33 31.50 0.16 42 16.2 17.8 NA 0.00 0.56 NA NA NA 0 31.50 31.66 0.16 37 17.7 19.5 NA 0.00 0.56 NA NA NA 0 31.66 31.82 0.16 36 18.2 20.0 NA 0.00 0.56 NA NA NA 0 31.82 31.99 0.16 30 19.6 21.6 1.2 0.38 0.56 1.68 0.01 0.03 0.02 31.99 32.15 0.16 28 20.6 22.7 NA 0.00 0.56 NA NA NA 0 32.15 32.32 0.16 31 18.9 20.8 1.1 0.58 0.56 1.71 0.01 0.03 0.02 32.32 32.48 0.16 38 15.4 16.9 NA 0.00 0.56 NA NA NA 0 32.48 32.64 0.16 15 27.3 30.0 1.1 0.35 0.56 1.37 0.01 0.03 0.02 32.64 32.81 0.16 20 27.5 30.3 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 33 20.1 22.1 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 47 15.1 16.6 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 50 13.8 15.2 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 48 13.4 14.7 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 53 12.8 14.1 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 51 13.4 14.7 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 50 13.8 15.2 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 51 13.3 14.6 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 50 13.5 14.9 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 51 13.6 15.0 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 48 14.6 16.1 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 50 13.8 15.2 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 52 12.8 14.1 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 54 12.1 13.3 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 49 12.7 14.0 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 50 12.7 14.0 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 50 12.7 14.0 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 54 12 9 14 2 NA 0-00 0 96 NA NA NA n 35.76 35.93 0.16 51 13.9 15.3 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 55 12.8 14.1 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 56 12.3 13.5 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 60 11.6 12.8 NA 0.00 0.56 NA NA NA 0 Plate C-27 Albus-Keefe & Associates,Inc.4 of 6 Depth IntenÂ·al (ft)Soil layer thickness (ft) Fines <#200 (Ni),0. (N,)59<" FS Sieve (%) IY Percent (2) El TS CSR*Percent IY 6 (in.) TS 8 (in.) Ave 6 (in.) E- Top Bottom 36.42 36.58 0.16 55 13.2 14.5 NA 0.00 0.56 NA NA NA 0 36.58 36.75 0.16 32 19.2 21.1 1.2 0.39 0.54 1.70 0.01 0.03 ooz 36.75 36.91 0.16 25 21.9 24.1 1.0 0.74 0.54 1.57 0.01 0.03 0.02 36.91 37.07 0.16 27 22.3 24.5 NA 0.00 0.54 NA NA NA 0 37.07 37.24 0.16 32 21.1 23.2 NA 0.00 0.54 NA NA NA 0 37.24 37.40 0.16 45 16.6 18.3 NA 0.00 0.54 NA NA NA 0 37.40 37.57 0.16 52 14.4 15.8 NA 0.00 0.54 NA NA NA 0 37.57 37.73 0.16 44 16.6 18.3 NA 0.00 0.54 NA NA NA 0 37.73 37.89 0.16 48 15.4 16.9 NA 0.00 0.54 NA NA NA 0 37.89 38.06 0.16 45 16.8 18.5 NA 0.00 0.54 NA NA NA 0 38.06 38.22 0.16 48 16.2 17.8 NA 0.00 0.54 NA NA NA 0 38.22 38.39 0.16 32 21.1 23.2 NA 0.00 0.54 NA NA NA 0 38.39 38.55 0.16 15 26.7 29.4 0.9 0.64 0.54 1.39 0.01 0.03 0.02 38.55 38.71 0.16 10 31.0 34.1 1.0 0.29 0.54 1.27 0.01 0.03 0.02 38.71 38.88 0.16 15 24.7 27.2 0.7 1.23 0.54 1.46 0.02 0.03 0.03 38.88 39.04 0.16 17 24.3 26.7 0.8 1.06 O.S4 1.47 0.02 0.03 0.02 39.04 39.21 0.16 20 23.0 25.3 0.8 1.18 0.54 1.52 0.02 0.03 0.03 39.21 39.37 0.16 27 20.5 22.6 1.0 0.80 0.54 1.63 0.02 0.03 0.02 39.37 39.53 0.16 43 15.4 16.9 NA 0.00 0.54 NA NA NA 0 39.53 39.70 0.16 53 12.2 13.4 NA 0.00 0.54 NA NA NA 0 39.70 39.86 0.16 60 11.4 12.5 NA 0.00 0.54 NA NA NA 0 39.86 40.03 0.16 48 14.4 15.8 NA 0.00 0.54 NA NA NA 0 40.03 40.19 0.16 17 26.5 29.2 0.9 0.65 0.54 1.40 0.01 0.03 0.02 40.19 40.35 0.16 12 34.0 37.4 NA 0.00 0.54 NA NA NA 0 40.35 40.52 0.16 13 33.7 37.1 NA 0.00 0.54 NA NA NA 0 40.52 40.68 0.16 15 31.0 34.1 1.2 0.21 0.54 1.27 0.00 0.03 0.01 40.68 40.85 0.16 17 28.9 31.8 1.1 0.30 0.54 1.33 0.01 0.03 0.02 40.85 41.01 0.16 20 26.9 29.6 1.2 0.26 0.54 1.39 0.01 0.03 0.02 41.01 41.17 0.16 22 26.7 29.4 NA 0.00 0.54 NA NA NA 0 41.17 41.34 0.16 22 28.2 31.0 NA 0.00 0.54 NA NA NA 0 41.34 41.50 0.16 18 30.0 33.0 NA 0.00 0.54 NA NA NA 0 41.50 41.67 0.16 15 31.8 35.0 NA 0.00 0.54 NA NA NA 0 41.67 41.83 0.16 14 33.2 36.5 NA 0.00 0.54 NA NA NA 0 41.83 41.99 0.16 13 32.7 36.0 1.2 0.19 0.54 1.23 0.00 0.02 0.01 41.99 42.16 0.16 18 29.1 32.0 1.2 0.23 0.54 1.32 0.00 0.03 0.02 42.16 42.32 0.16 30 22.2 24.4 NA 0.00 0.54 NA NA NA 0 42.32 42.49 0.16 44 17.6 19.4 NA 0.00 0.54 NA NA NA 0 42.49 42.65 0.16 43 18.6 20.5 NA 0.00 0.54 NA NA NA 0 42.65 42.81 0.16 33 22.7 25.0 NA 0.00 0.54 NA NA NA 0 42.81 42.98 0.16 28 25.7 28.3 NA 0.00 0.54 NA NA NA 0 42.98 43.14 0.16 37 23.5 25.9 NA 0.00 0.54 NA NA NA 0 43.14 43.31 0.16 37 20.8 22.9 NA 0.00 0.54 NA NA NA 0 43.31 43.47 0.16 21 27.1 29.8 1.2 0.25 0.54 1.38 0.00 0.03 0.02 43.47 43.64 0.16 22 27.7 30.5 NA 0.00 0.54 NA NA NA 0 43.64 43.80 0.16 31 22.9 25.2 NA 0.00 0.54 NA NA NA 0 43.80 43.96 0.16 41 19.2 21.1 NA 0.00 0.52 NA NA NA 0 43.96 44.13 0.16 39 19.4 21.3 NA 0.00 0.52 NA NA NA 0 44.13 44.29 0.16 47 16.4 18.0 NA 0.00 0.52 NA NA NA 0 44.29 44.46 0.16 58 12.8 14.1 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 59 11.5 12.7 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 62 10.6 11.7 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 64 10.3 11.3 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 62 9.8 10.8 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 66 9.4 10.3 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 65 9.4 10.3 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 62 10.2 11.2 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 47 13.4 14.7 NA 0.00 0.52 NA NA NA 0 Plate C-27 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).4, (Ni)52" FS Sieve (%) Top Bottom 45.77 45.93 0.16 47 14.1 15.5 45.93 46.10 0.16 55 12.3 13.5 46.10 46.26 0.16 53 12.1 13.3 46.26 46.42 0.16 55 11.1 12.2 46.42 46.59 0.16 59 10.5 11.6 46.59 46.75 0.16 57 10.9 12.0 46.75 46.92 0.16 56 11.1 12.2 46.92 47.08 0.16 60 10.6 11.7 47.08 47.24 0.16 63 10.3 11.3 47.24 47.41 0.16 65 10.2 11.2 47.41 47.57 0.16 57 10.3 11.3 47.57 47.74 0.16 57 10.4 11.4 47.74 47.90 0.16 80 8.8 9.7 47.90 48.06 0.16 69 9.7 10.7 48.06 48.23 0.16 62 10.3 11.3 48.23 48.39 0.16 62 10.0 11.C 48.39 48.56 0.16 62 9.9 10.9 48.56 48.72 0.16 61 10.2 11.2 48.72 48.88 0.16 62 10.4 11.4 48.88 49.05 0.16 62 10.5 11.6 49.05 49.21 0.16 63 10.8 11.5 49.21 49.38 0.16 65 11.0 12.1 49.38 49.54 0.16 59 12.8 14.1 49.54 49.70 0.16 62 13.2 14.5 49.70 49.87 0.16 53 14.8 16.3 49.87 50.03 0.16 62 12.6 13.6 TS IY Percent CSRâ€¢Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 4 0 GÂ¥ 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 50.03 50.20 0.16 62 11.5 12.7 Notes: 0.00 0.50 NA NA NA 0 0.3 0.6 0.4 (1) Effective ER=55% normalized standard penetration resistance for clean sands, (N,)Â«ks* 1.1 (Seed, 1994) (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N,)55-csÂ· (3) Volumetric strain (Tokimatsu and Seed. 1987) using (Ni )60Â·csÂ·Average Liquefaction Settlement (in): 0.4 (4) Volumeteric strain (Seed et al., 2003) using (N,)00., Plate C-27 Albus-Keefe & Associates, Inc.6 of 6 ANALYSIS OF LIQUEFACTION INDUCED SETTLEMENT CPT- 14 Client: Alliance Residential J.N. 2530.00 Site: 2001 E. Dyer Rd., SA Depth Interval (ft)Soil layer thickness (ft) Top Bottom 0.16 0.33 0.16 Fines <#200 FS Sieve (%) 16 10.4 11.4 NA IY Percent (2) 0.00 TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 0.33 0.49 0.16 32 16.2 17.8 NA 0.00 0.49 0.66 0.16 39 13.2 14.5 NA 0.00 0.66 0.82 0.16 39 12.7 14.0 NA 0.00 0.82 0.98 0.16 41 12.8 14.1 NA 0.00 0.98 1.15 0.16 41 13.2 14.5 NA 0.00 1.15 1.31 0.16 41 13.3 14.6 NA 0.00 1.31 1.48 0.16 42 13.3 14.6 NA 0.00 1.48 1.64 0.16 43 13.3 14.6 NA 0.00 1.64 1.80 0.16 42 13.2 14.5 NA 0.00 1.80 1.97 0.16 44 12.7 14.0 NA 0.00 1.97 2.13 0.16 43 12.9 14.2 NA 0.00 2.13 2.30 0.16 44 12.6 13.9 NA 0.00 2.30 2.46 0.16 42 13.0 14.3 NA 0.00 2.46 2.62 0.16 43 13.2 14.5 NA 0.00 2.62 2.79 0.16 43 13.2 14.5 NA 0.00 2.79 2.95 0.16 42 13.0 14.3 NA 0.00 2.95 3.12 0.16 42 12.2 13.4 NA 0.00 3.12 3.28 0.16 34 13.1 14.4 NA 0.00 3.28 3.44 0.16 28 13.9 15.3 NA 0.00 3.44 3.61 0.16 22 15.3 16.8 NA 0.00 3.61 3.77 0.16 19 15.6 17.2 NA 0.00 3.77 3.94 0.16 18 15.0 16.5 NA 0.00 3.94 4.10 0.16 18 14.3 15.7 NA 0.00 4.10 4.27 0.16 19 13.5 -14.9 NA 0.00 4.27 4.43 0.16 21 12.9 14.2 NA 0.00 4.43 4.59 0.16 23 12.6 13.9 NA 0.00 4.59 4.76 0.16 23 12.8 14.1 NA 0.00 4.76 4.92 0.16 22 13.9 15.3 NA 0.00 4.92 5.09 0.16 25 14.6 16.1 NA 0.00 5.09 5.25 0.16 31 14.5 16.0 NA 0.00 5.25 5.41 0.16 34 13.8 15.2 NA 0.00 5.41 5.58 0.16 37 13.2 14.5 NA 0.00 5.58 5.74 0.16 41 12.2 13.4 NA 0.00 5.74 5.91 0.16 42 11.6 12.8 NA 0.00 5.91 6.07 0.16 36 10.6 11.7 NA 0.00 6.07 6.23 0.16 39 9.9 10.9 NA 0.00 6.23 6.40 0.16 40 9.6 10.6 NA 0.00 6.40 6.56 0.16 38 9.8 10.8 NA 0.00 6.56 6.73 0.16 37 9.9 10.9 NA 0.00 6.73 6.89 0.16 39 9.7 10.7 NA 0.00 6.89 7.05 0.16 43 9.2 10.1 NA 0.00 7.05 7.22 0.16 43 9.1 10.0 NA 0.00 (3) 0.38 0.00 NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.38 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 0.36 NA NA NA 0 7.22 7.38 0.16 39 9.8 10.8 NA 0.00 0.36 NA NA NA 0 7.38 7.55 0.16 41 11.0 12.1 NA 0.00 0.36 NA NA NA 0 7.55 7.71 0.16 40 11.7 12.9 NA 0.00 0.36 NA NA NA 0 7.71 7.87 0.16 39 12.4 13.6 NA 0.00 0.36 NA NA NA 0 7.87 8.04 0.16 39 12.7 14.0 NA 0.00 0.36 NA NA NA 0 8.04 8.20 0.16 39 12.7 14.0 NA 0.00 0.36 NA NA NA 0 8.20 8.37 0.16 37 12.6 13.9 NA 0.00 0.38 NA NA NA 0 Plate C-28 Albus-Keefe & Associates, Inc.1 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Nt)-0 (N,)â€ž,U" FS IY Percent (2)Gv TS CSR*Percent IY 6 (in.) TS 6 (in.) Aveo (in.) (3) bleve (70, Top Bottom 8.37 8.53 0.16 39 12.4 13.6 NA 0.00 0.38 NA NA NA 0 8.53 8.69 0.16 36 12.7 14.0 NA 0.00 0.38 NA NA NA 0 8.69 8.86 0.16 36 12.6 13.9 NA 0.00 0.38 NA NA NA 0 8.86 9.02 0.16 37 12.2 13.4 NA 0.00 0.38 NA NA NA 0 9.02 9.19 0.16 39 11.8 13.0 NA 0.00 0.38 NA NA NA 0 9.19 9.35 0.16 38 11.8 13.0 NA 0.00 0.40 NA NA NA 0 9.35 9.51 0.16 37 11.7 12.9 NA 0.00 0.40 NA NA NA 0 9.51 9.68 0.16 40 10.5 11.6 NA 0.00 0.40 NA NA NA 0 9.68 9.84 0.16 47 9.3 10.2 NA 0.00 0.40 NA NA NA 0 9.84 10.01 0.16 43 9.6 10.6 NA 0.00 0.40 NA NA NA 0 10.01 10.17 0.16 44 9.4 10.3 NA 0.00 0.40 NA NA NA 0 10.17 10.33 0.16 47 9.2 10.1 NA 0.00 0.42 NA NA NA 0 10.33 10.50 0.16 47 9.0 9.9 NA 0.00 0.42 NA NA NA 0 10.50 10.66 0.16 48 8.8 9.7 NA 0.00 0.42 NA NA NA 0 10.66 10.83 0.16 49 8.6 9.5 NA 0.00 0.42 NA NA NA 0 10.83 10.99 0.16 50 8.6 9.5 NA 0.00 0.42 NA NA NA 0 10.99 11.15 0.16 50 8.6 9.5 NA 0.00 0.42 NA NA NA 0 11.15 11.32 0.16 49 8.6 9.5 NA 0.00 0.42 NA NA NA 0 11.32 11.48 0.16 47 8.7 9.6 NA 0.00 0.42 NA NA NA 0 11.48 11.65 0.16 46 9.0 9.9 NA 0.00 0.44 NA NA NA 0 11.65 11.81 0.16 47 9.1 10.0 NA 0.00 0.44 NA NA NA 0 11.81 11.98 0.16 46 9.3 10.2 NA 0.00 0.44 NA NA NA 0 11.98 12.14 0.16 45 9.7 10.7 NA 0.00 0.44 NA NA NA 0 12.14 12.30 0.16 45 9.9 10.9 NA 0.00 0.44 NA NA NA 0 12.30 12.47 0.16 46 9.9 10.9 NA 0.00 0.44 NA NA NA 0 12.47 12.63 0.16 45 10.0 11.0 NA 0.00 0.44 NA NA NA 12.63 12.80 0.16 45 9.9 10.9 NA 0.00 0.44 NA NA NA 0 12.80 12.96 0.16 47 9.6 10.6 NA 0.00 0.44 NA NA NA 0 12.96 13.12 0.16 47 9.6 10.6 NA 0.00 0.46 NA NA NA 0 13.12 13.29 0.16 48 9.4 10.3 NA 0.00 0.46 NA NA NA 0 13.29 13.45 0.16 48 9.4 10.3 NA 0.00 0.46 NA NA NA 0 13.45 13.62 0.16 48 9.4 10.3 NA 0.00 0.46 NA NA NA 0 13.62 13.78 0.16 49 9.3 10.2 NA 0.00 0.46 NA NA NA 0 13.78 13.94 0.16 52 9.0 9.9 NA 0.00 0.46 NA NA NA 0 13.94 14.11 0.16 54 8.7 9.6 NA 0.00 0.46 NA NA NA 0 14.11 14.27 0.16 55 8.5 9.4 NA 0.00 0.46 NA NA NA 0 14.27 14.44 0.16 53 8.2 9.0 NA 0.00 0.46 NA NA NA 0 14.44 14.60 0.16 58 8.0 8.8 NA 0.00 0.46 NA NA NA 0 14.60 14.76 0.16 59 7.9 8.7 NA 0.00 0.48 NA NA NA 0 14.76 14.93 0.16 64 7.5 8.3 NA 0.00 0.48 NA NA NA 0 14.93 15.09 0.16 65 7.3 8.0 NA 0.00 0.48 NA NA NA 0 15.09 15.26 0.16 65 7.2 7.9 NA 0.00 0.48 NA NA NA 0 15.26 15.42 0.16 67 7.0 7J NA 0.00 0.48 NA NA NA 0 15.42 15.58 0.16 68 7.0 7J NA 0.00 0.48 NA NA NA 0 15.58 15.75 0.16 69 7.0 7J NA 0.00 0.48 NA NA NA 0 15.75 15.91 0.16 71 6.9 7.6 NA 0.00 0.48 NA NA NA 0 15.91 16.08 0.16 71 6.9 7.6 NA 0.00 0.48 NA NA NA 0 16.08 16.24 0.16 73 6.8 7.5 NA 0.00 0.48 NA NA NA 0 16.24 16.40 0.16 73 6.8 7.5 NA 0.00 0.48 NA NA NA 0 16.40 16.57 0.16 77 6.7 7.4 NA 0.00 0.48 NA NA NA 0 16.57 16.73 0.16 73 6.9 7.6 NA 0.00 0.50 NA NA NA 0 16.73 16.90 0.16 64 7.4 8.1 NA 0.00 0.50 NA NA NA 0 16.90 17.06 0.16 63 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.06 17.22 0.16 68 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.22 17.39 0.16 64 7.5 8.3 NA 0.00 0.50 NA NA NA 0 17.39 17.55 0.16 65 7.4 8.1 NA 0.00 0.50 NA NA NA 0 17.55 17.72 0.16 63 7.5 8.3 NA 0.00 0.50 NA NA NA 0 Plate C-28 Albus-Keefe & Associates,Inc.2 of 6 Depth Interval (ft)Soil layer thickness (ft) Top Bottom Fines <#200 FS Sieve (%) IY Percent (Z) El TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) 17.72 17.88 0.16 65 7.6 8.4 NA 0.00 17.88 18.04 0.16 67 7.5 8.3 NA 0.00 18.04 18.21 0.16 67 7.5 8.3 NA 0.00 18.21 18.37 0.16 64 7.8 8.6 NA 0.00 18.37 18.54 0.16 62 7.9 8.7 NA 0.00 18.54 18.70 0.16 61 8.0 8.8 NA 0.00 18.70 18.86 0.16 63 8.0 8.8 NA 0.00 18.86 19.03 0.16 66 7.9 8.7 NA 0.00 19.03 19.19 0.16 66 7.9 8.7 NA 0.00 19.19 19.36 0.16 60 8.2 9.0 NA 0.00 19.36 19.52 0.16 57 8.6 9.5 NA 0.00 19.52 19.69 0.16 SS 9.0 9.9 NA 0.00 19.69 19.85 0.16 55 9.3 10.2 NA 0.00 19.85 20.01 0.16 54 9.4 10.3 NA 0.00 20.01 20.18 0.16 55 9.4 10.3 NA 0.00 20.18 20.34 0.16 56 9.3 10.2 NA 0.00 20.34 20.51 0.16 60 8.8 9.7 NA 0.00 20.51 20.67 0.16 62 8.5 9.4 NA 0.00 20.67 20.83 0.16 62 8.4 9.2 NA 0.00 20.83 21.00 0.16 66 8.1 8.9 NA 0.00 21.00 21.16 0.16 71 7.8 8.6 NA 0.00 21.16 21.33 0.16 75 7.4 8.1 NA 0.00 21.33 21.49 0.16 80 7.0 7J NA 0.00 21.49 21.65 0.16 76 7.0 70 NA 0.00 21.65 21.82 0.16 71 7.2 7.9 NA 0.00 21.82 21.98 0.16 63 7.8 8.6 NA 0.00 (3) 0.50 NA NA NA 0 0.50 NA NA NA 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.50 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 21.98 22.15 0.16 62 8.1 8.9 NA 0.00 22.15 22.31 0.16 55 9.3 10.2 NA 0.00 22.31 22.47 0.16 46 10.6 11.7 NA 0.00 0.52 NA NA NA 0 0.52 NA NA NA 0 22.47 22.64 0.16 57 9.2 10.1 NA 0.00 22.64 22.80 0.16 61 8.6 9.5 NA 0.00 22.80 22.97 0.16 57 8.7 9.6 NA 0.00 22.97 23.13 0.16 61 8.5 9.4 NA 0.00 23.13 23.29 0.16 68 8.0 8.8 NA 0.00 23.29 23.46 0.16 57 8.2 9.0 NA 0.00 23.46 23.62 0.16 61 8.0 8.8 NA 0.00 23.62 23.79 0.16 60 8.0 8.8 NA 0.00 23.79 23.95 0.16 63 7.8 8.6 NA 0.00 23.95 24.11 0.16 63 7.5 8.3 NA 0.00 24.11 24.28 0.16 60 7.5 8.3 NA 0.00 24.28 24.44 0.16 53 8.2 9.0 NA 0.00 24.44 24.61 0.16 47 9.6 10.6 NA 0.00 24.61 24.77 0.16 45 10.6 11.7 NA 0.00 24.77 24.93 0.16 45 11.5 12.7 NA 0.00 24.93 25.10 0.16 47 12.0 13.2 NA 0.00 25.10 25.26 0.16 47 12.2 13.4 NA 0.00 25.26 25.43 0.16 49 12.0 13.2 NA 0.00 25.43 25.59 0.16 52 11.4 12.5 NA 0.00 25.59 25.75 0.16 54 10.6 11.7 NA 0.00 25.75 25.92 0.16 58 9.8 10.8 NA 0.00 25.92 26.08 0.16 62 9.1 10.0 NA 0.00 26.08 26.25 0.16 66 8.5 9.4 NA 0.00 26.25 26.41 0.16 72 7.9 8.7 NA 0.00 26.41 26.57 0.16 75 7.4 8.1 NA 0.00 26.57 26.74 0.16 78 7.2 7.9 NA 0.00 26.74 26.90 0.16 69 7.4 8.1 NA 0.00 26.90 27.07 0.16 77 7.2 7.9 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.56 NA NA NA 0 Plate C-28 Albus-Keefe & Associates, Inc.3 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (N,6 (N,)2" FS IY Percent (1) e. TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) ele' e 1-70' Top Bottom 27.07 27.23 0.16 66 7.9 8.7 NA 0.00 0.56 NA NA NA 0 27.23 27.40 0.16 47 10.0 11.0 NA 0.00 0.56 NA NA NA 0 27.40 27.56 0.16 47 10.8 11.9 NA 0.00 0.56 NA NA NA 0 27.56 27.72 0.16 49 11.0 12.1 NA 0.00 0.56 NA NA NA 0 27.72 27.89 0.16 49 11.1 12.2 NA 0.00 0.56 NA NA NA 0 27.89 28.05 0.16 47 11.2 12.3 NA 0.00 0.56 NA NA NA 0 28.05 28.22 0.16 53 9.8 10.8 NA 0.00 0.56 NA NA NA 0 28.22 28.38 0.16 55 9.0 9.9 NA 0.00 0.56 NA NA NA 0 28.38 28.54 0.16 57 8.4 9.2 NA 0.00 0.56 NA NA NA 0 28.54 28.71 0.16 57 8.4 9.2 NA 0.00 0.56 NA NA NA 0 28.71 28.87 0.16 54 8.5 9.4 NA 0.00 0.56 NA NA NA 0 28.87 29.04 0.16 60 8.0 8.8 NA 0.00 0.56 NA NA NA 0 29.04 29.20 0.16 64 7.8 8.6 NA 0.00 0.56 NA NA NA 0 29.20 29.36 0.16 66 7.5 8.3 NA 0.00 0.56 NA NA NA 0 29.36 29.53 0.16 65 7.5 8.3 NA 0.00 0.56 NA NA NA 0 29.53 29.69 0.16 68 7.4 8.1 NA 0.00 0.56 NA NA NA 0 29.69 29.86 0.16 59 8.0 8.8 NA 29.86 30.02 0.16 64 7.8 8.6 NA 30.02 30.18 0.16 64 7.6 8.4 NA 30.18 30.35 0.16 66 7.5 8.3 NA 30.35 30.51 0.16 66 7.6 8.4 NA 30.51 30.68 0.16 63 7.9 8.7 NA 30.68 30.84 0.16 64 7.9 8.7 NA 30.84 31.00 0.16 67 7.9 8.7 NA 31.00 31.17 0.16 64 8.2 9.0 NA 31.17 31.33 0.16 59 8.8 9.7 NA 31.33 31.50 0.16 67 8.6 9.5 NA 31.50 31.66 0.16 50 10.5 11.6 NA 31.66 31.82 0.16 50 10.9 12.0 NA 31.82 31.99 0.16 52 10.9 12.0 NA 31.99 32.15 0.16 57 10.9 12.0 NA 32.15 32.32 0.16 47 13.0 14.3 NA 32.32 32.48 0.16 49 12.2 13.4 NA 32.48 32.64 0.16 60 10.5 11.6 NA 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 0.00 0.56 NA NA NA 0 32.64 32.81 0.16 65 9.8 10.8 NA 0.00 0.56 NA NA NA 0 32.81 32.97 0.16 65 9.4 10.3 NA 0.00 0.56 NA NA NA 0 32.97 33.14 0.16 59 9.7 10.7 NA 0.00 0.56 NA NA NA 0 33.14 33.30 0.16 60 9.4 10.3 NA 0.00 0.56 NA NA NA 0 33.30 33.46 0.16 66 9.0 9.9 NA 0.00 0.56 NA NA NA 0 33.46 33.63 0.16 66 8.8 9.7 NA 0.00 0.56 NA NA NA 0 33.63 33.79 0.16 67 9.1 10.0 NA 0.00 0.56 NA NA NA 0 33.79 33.96 0.16 52 10.6 11.7 NA 0.00 0.56 NA NA NA 0 33.96 34.12 0.16 56 10.0 11.0 NA 0.00 0.56 NA NA NA 0 34.12 34.28 0.16 58 9.7 10.7 NA 0.00 0.56 NA NA NA 0 34.28 34.45 0.16 54 9.7 10.7 NA 0.00 0.56 NA NA NA 0 34.45 34.61 0.16 55 9.7 10.7 NA 0.00 0.56 NA NA NA 0 34.61 34.78 0.16 57 9.6 10.6 NA 0.00 0.56 NA NA NA 0 34.78 34.94 0.16 55 10.2 11.2 NA 0.00 0.56 NA NA NA 0 34.94 35.10 0.16 55 10.2 11.2 NA 0.00 0.56 NA NA NA 0 35.10 35.27 0.16 57 10.0 11.0 NA 0.00 0.56 NA NA NA 0 35.27 35.43 0.16 57 10.0 11.0 NA 0.00 0.56 NA NA NA 0 35.43 35.60 0.16 59 10.3 11.3 NA 0.00 0.56 NA NA NA 0 35.60 35.76 0.16 52 11.5 12.7 NA 0.00 0.56 NA NA NA 0 35.76 35.93 0.16 48 12.0 13.2 NA 0.00 0.56 NA NA NA 0 35.93 36.09 0.16 56 11.0 12.1 NA 0.00 0.56 NA NA NA 0 36.09 36.25 0.16 51 12.6 13.9 NA 0.00 0.56 NA NA NA 0 36.25 36.42 0.16 46 14.6 16.1 NA 0.00 0.56 NA NA NA 0 Plate C-28 Albus-Keefe & Associates, Inc.4 of 6 Depth Interval (ft)Soil layer thickness (ft) Top Bottom Fines <#200 FS Sieve (%) IY Percent (2) TS CSR'Percent [Y 6 (in.) TS 6 (in.) Ave 6 (in.) 36.42 36.58 0.16 43 15.2 16.7 NA 0.00 36.58 36.75 0.16 48 13.5 14.9 NA 0.00 36.75 36.91 0.16 44 14.4 15.8 NA 0.00 36.91 37.07 0.16 39 18.2 20.0 NA 0.00 37.07 37.24 0.16 33 20.9 23.0 NA 0.00 37.24 37.40 0.16 36 22.9 25.2 NA 0.00 37.40 37.57 0.16 39 21.8 24.0 NA 0.00 37.57 37.73 0.16 42 20.7 22.8 NA 0.00 37.73 37.89 0.16 42 20.5 22.6 NA 0.00 37.89 38.06 0.16 43 19.5 21.5 NA 0.00 38.06 38.22 0.16 45 17.2 18.9 NA 0.00 38.22 38.39 0.16 47 18.3 20.1 NA 0.00 38.39 38.55 0.16 21 36.2 39.8 NA 0.00 38.55 38.71 0.16 22 34.2 37.6 NA 0.00 38.71 38.88 0.16 24 28.4 31.2 NA 0.00 38.88 39.Ott 0.16 25 26.0 28.6 NA 0.00 39.04 39.21 0.16 28 24.9 27.4 NA 0.00 39.21 39.37 0.16 33 24.4 26.8 NA 0.00 39.37 39.53 0.16 37 24.8 27.3 NA 0.00 39.53 39.70 0.16 39 23.6 26.0 NA 0.00 39.70 39.86 0.16 41 19.3 21.2 NA 0.00 39.86 40.03 0.16 51 14.6 16.1 NA 0.00 40.03 40.19 0.16 54 14.1 15.5 NA 0.00 40.19 40.35 0.16 50 15.7 17.3 NA 0.00 40.35 40.52 0.16 36 22.2 24.4 NA 0.00 40.52 40.68 0.16 22 30.0 33.0 NA 0.00 0.56 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 40.68 40.85 0.16 16 39.1 43.0 NA 0.00 40.85 41.01 0.16 12 46.7 51.4 NA 0.00 41.01 41.17 0.16 10 49.7 54.7 NA 0.00 41.17 41.34 0.16 10 49.1 54.0 NA 0.00 41.34 41.50 0.16 11 45.9 50.5 NA 0.00 41.50 41.67 0.16 13 40.8 44.9 NA 0.00 41.67 41.83 0.16 19 36.8 40.5 NA 0.00 41.83 41.99 0.16 23 32.9 36.2 NA 0.00 41.99 42.16 0.16 16 39.9 43.9 NA 0.00 42.16 42.32 0.16 9 54.8 60.3 NA 0.00 42.32 42.49 0.16 7 57.8 63.6 NA 0.00 42.49 42.65 0.16 8 57.6 63.4 NA 0.00 42.65 42.81 0.16 9 58.5 64.4 NA 0.00 42.81 42.98 0.16 10 57.3 63.0 NA 0.00 42.98 43.14 0.16 10 57.1 62.8 NA 0.00 43.14 43.31 0.16 7 61.2 67.3 NA 0.00 43.31 43.47 0.16 5 66.1 72.7 NA 0.00 43.47 43.64 0.16 4 70.0 77.0 NA 0.00 43.64 43.80 0.16 4 69.4 76.3 NA 0.00 43.80 43.96 0.16 3 68.8 75.7 NA 0.00 43.96 44.13 0.16 2 69.4 76.3 NA 0.00 44.13 44.29 0.16 2 67.3 74.0 NA 0.00 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.54 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 0.52 NA NA NA 0 44.29 44.46 0.16 2 62.6 68.9 NA 0.00 0.52 NA NA NA 0 44.46 44.62 0.16 2 58.4 64.2 NA 0.00 0.52 NA NA NA 0 44.62 44.78 0.16 3 52.9 58.2 NA 0.00 0.52 NA NA NA 0 44.78 44.95 0.16 4 51.4 56.5 NA 0.00 0.52 NA NA NA 0 44.95 45.11 0.16 6 50.7 55.8 NA 0.00 0.52 NA NA NA 0 45.11 45.28 0.16 7 48.7 53.6 NA 0.00 0.52 NA NA NA 0 45.28 45.44 0.16 10 44.1 48.5 NA 0.00 0.52 NA NA NA 0 45.44 45.60 0.16 12 41.6 45.8 NA 0.00 0.52 NA NA NA 0 45.60 45.77 0.16 13 42.1 46.3 NA 0.00 0.52 NA NA NA 0 Plate C-28 Albus-Keefe & Associates, Inc.5 of 6 Depth Interval (ft)Soil layer thickness (ft) Fines <#200 (Ni).a (N,)2" FS Sieve (%) IY Percent (2)EV TS CSR*Percent IY 6 (in.) TS 6 (in.) Ave 6 (in.) (3) TOP Bottom 45.77 45.93 0.16 16 41.4 45.5 0.00 0.52 NA NA NA 0 45.93 46.10 0.16 17 39.2 43.1 0.00 0.52 NA NA NA 0 46.10 46.26 0.16 21 32.4 35.6 m 0.00 0.52 NA NA NA 0 46.26 46.42 0.16 24 29.0 31.9 m 0.00 0.52 NA NA NA 0 46.42 46.59 0.16 22 29.2 32.1 m 0.00 0.52 NA NA NA 0 46.59 46.75 0.16 23 26.6 29.3 m 0.00 0.52 NA NA NA 0 46.75 46.92 0.16 31 20.9 23.0 1.2 0.37 0.52 1.61 0.01 0.03 0.( 46.92 47.08 0.16 46 15.3 16.8 47.08 47.24 0.16 54 12.4 13.6 47.24 47.41 0.16 53 11.8 13.0 47.41 47.57 0.16 54 11.2 12.3 47.57 47.74 0.16 53 11.0 12.1 47.74 47.90 0.16 53 10.8 11.9 47.90 48.06 0.16 52 10.8 11.9 48.06 48.23 0.16 53 10.6 11.7 48.23 48.39 0.16 55 10.4 11.4 48.39 48.56 0.16 58 10.0 11.0 48.56 48.72 0.16 58 9.9 10.9 48.72 48.88 0.16 59 9.9 10.9 48.88 49.05 0.16 56 10.3 11.3 49.05 49.21 0.16 59 10.0 11.0 49.21 49.38 0.16 63 9.6 10.6 49.38 49.54 0.16 61 9.7 10.7 49.54 49.70 0.16 69 9.1 10.0 49.70 49.87 0.16 80 8.1 8.9 49.87 50.03 0.16 87 7.6 8.4 50.03 50.20 0.16 98 7.2 7.9 Notes: 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 O.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA O 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.52 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.00 0.50 NA NA NA 0 0.0 0.0 0.0 (1) Effective ER=55% normalized standard penetration resistance for cleah sands, (N ,)60,71.1 (Seed, 1994). (2) Volumetric strain (Ishihara and Yoshimine, 1992) using (N 133-csÂ· (3) Volumetric strain (Tokimatsu and Sced, 1987) using (N,)6(k,.Average Liquefaction Settlement (in): 0.0 (4) Volumeteric strain (Seed et al., 2003) using (N,)6(ksÂ· Plate C-28 Albus-Keefe & Associates, Inc.6 of 6