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T� <br />r � <br />W44 <br />Leighton 'Cons sting, Inc. <br />A LEIGHTON GROUP COMPANY <br />GEOTECHNICAL LABORATORY TESTING PER TEST RATES <br />Identification and Index Properties (ASTM) <br />Moisture Content <br />Moisture and Density (ring samples) <br />Moisture and Density (chunk samples) <br />Moisture Content & Density (Shelby tubelcutting ) <br />Atterberg Limits (3 moisture points) <br />Atterberg Limits (organic) <br />Single Point/Non- plastic <br />Visual classification of point as non - plastic <br />Particle Size: Sieve (passing 1' /cinch to - #200) <br />Sieve (passing 6 -inch to - #200) <br />Hydrometer only <br />Sieve and Hydrometer (1'h -inch) <br />Dispersive Characteristics of Clay Soil (double hydrometer) <br />Specific Gravity: Fine (passing #4) <br />Coarse (retained on #4) <br />Unit Rate <br />Shear Strength (ASTM) <br />Unit Rate <br />$16 <br />Pocket Penetrometer <br />$16 <br />26 <br />Torvane <br />16 <br />58 <br />Single Normal Load Direct Shear <br />105 <br />63 <br />3 Load Direct Shear, Consolidated Undrained (0.05 in. /min.) <br />265 <br />121 <br />3 Load Direct Shear, Consolidated Drained (<0.05 in/min.) <br />305 <br />182 <br />Remolding or Hand Trimming of specimens (3 points) <br />78 <br />84 <br />Residual Shear - price per additional one -way pass per point <br />58 <br />11 <br />Torsional Shear <br />620 <br />74 <br />Oriented or Block Hand Trimming <br />58 <br />135 <br />Air Permeability (modified for soils) <br />173 <br />110 <br />Static Uniaxiai and Triaxial Strength Tests (ASTM) <br />158 <br />Unconfined Compression (with stressIsirain plot) <br />$89 <br />89 <br />UU Test- Unconsolidated/Undrained (per stress) <br />168 <br />89 <br />Consolidated Undrained (CU,R) (perstress) <br />347 <br />84 <br />Three Stage Triaxial Tests <br />608 <br />Total Porosity - On Shelby tube sample - calculation only <br />Total Porosity - On other sample - calculation only <br />Photograph of sample <br />Shrinkage Limits (wax method) <br />Pinhole Dispersion <br />Sand Equivalent (SE, CTM 217) <br />Percent Passing #200 Sieve, wash sieve, only (ASTM D 1140) <br />Soil Chemistry <br />PH <br />Electrical Resistivity - single point - as- received moisture <br />Minimum Resistivity (minimum of.3 moisture points) <br />pH and Minimum Resistivity <br />Sulfate Content - Gravimetric <br />Sulfate Screen <br />Chloride Content <br />Corrosion Suite: pH, chloride, minimum resistivity and sulfate (gravimeldc) <br />Organic Matter Content (ASTM D 2974) <br />Compaction (moisture and density curves) <br />Standard Proctor (ASTM D 698) Compaction - 4 points <br />4 inch diameter mold <br />6 inch diameter mold <br />Modified Proctor (ASTM D 1557) - 4 points <br />4 inch diameter mold <br />6 inch diameter mold <br />Check Point <br />Relative Density (0.1 cubic foot mold) <br />Caltrans Wet Density Compaction Curve (CTM 216) <br />California Bearing Ratio (CBR) - 3 points * <br />-1 point* <br />137 Consolidation and Swell Tests (ASTM <br />105 <br />Consolidation (w /one time deformation curve) <br />$194 <br />11 <br />Each Additional Time Deformation Curve <br />47 <br />126 <br />Each additional load /unload w/o Time Deformation Curve <br />42. <br />210 <br />Expansion Index (El, ASTM D 4829 -03) <br />131 <br />89 <br />Expansion Index (UBC 18 -12) <br />165., <br />58 <br />Swell /Collapse Test (A) 10 normal loadlunloads wlo time curves <br />289 . <br />32 <br />Single Load Swell/Collapse Test (B).seat, load, andinundare <br />105 <br />68 <br />Collapse Potential of Soils (ASTM D 5333 -03) <br />194. <br />Sampling Eguipment Charges <br />193 Box of Sample Rings (28 samples per box) $125/box <br />225 Daily Ring -Lined Drive Sampler Equipment Usage 371day <br />79 <br />236 Ali soil samples-should be Gee of hazardous materials. Standard turn - around time <br />215 for test Tesufts is 10,worleng days. Samples will be stored for 3 months after which <br />557 they will be discarded. Prtormlification is required if samples need to be stored for a <br />longer time. A monthly storage fee of $10 per bag and $5 per sleeve will be applied. <br />184 1 -07 -P <br />17781 Cowan ■ Irvine, CA 92614 <br />949.250.1421 ■ Fax 949.250.1114 ■ www.leightonconsulting.com <br />Laboratory Permeability Tests <br />$42 <br />Permeability (Hydraulic Conductivity) <br />42 <br />- Undisturbed driven tube sample <br />$194 <br />89 <br />- Remolded specimen <br />236 <br />131 <br />Triaxial Permeability (at one effective stress) <br />294 <br />68 <br />- Each Additional Effective Stress <br />121 <br />32 <br />- Hand Trimming for Horizontal K <br />58 <br />68 <br />- Daily charge for Long Term Tests (> 7 days) <br />47 <br />221 <br />Remolding of Test Specimens <br />58 <br />63 <br />Air Permeability (includes moisture & density) <br />100 <br />Air Permeability (modified for soils) <br />173 <br />Caitrans Tests (Califomia Test Methods) <br />$182 <br />R- Value, untreated soils (CTM 301, 3/2000) <br />$289 <br />215 <br />R- Value, lime or cement treated soils (57% additive) <br />338 <br />Sampling Eguipment Charges <br />193 Box of Sample Rings (28 samples per box) $125/box <br />225 Daily Ring -Lined Drive Sampler Equipment Usage 371day <br />79 <br />236 Ali soil samples-should be Gee of hazardous materials. Standard turn - around time <br />215 for test Tesufts is 10,worleng days. Samples will be stored for 3 months after which <br />557 they will be discarded. Prtormlification is required if samples need to be stored for a <br />longer time. A monthly storage fee of $10 per bag and $5 per sleeve will be applied. <br />184 1 -07 -P <br />17781 Cowan ■ Irvine, CA 92614 <br />949.250.1421 ■ Fax 949.250.1114 ■ www.leightonconsulting.com <br />