My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1901-1919 N Fairview St - Soils Report
PBA
>
Building
>
Soils Reports
>
F
>
Fairview St
>
1901 N Fairview St
>
1901-1919 N Fairview St - Soils Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/6/2026 1:07:26 PM
Creation date
6/23/2022 1:32:37 PM
Metadata
Fields
Template:
Soils Report
Full Address
1901 N Fairview St
1902 N Fairview St
1903 N Fairview St
1904 N Fairview St
1905 N Fairview St
1906 N Fairview St
1907 N Fairview St
1908 N Fairview St
1909 N Fairview St
1910 N Fairview St
1911 N Fairview St
1912 N Fairview St
1913 N Fairview St
1914 N Fairview St
1915 N Fairview St
1916 N Fairview St
1917 N Fairview St
1918 N Fairview St
1919 N Fairview St
Street Number
1901
1902
1903
1904
1905
1906
1907
1908
1909
1910
1911
1912
1913
1914
1915
1916
1917
1918
1919
Street Direction
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Street Name
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Fairview
Street Suffix
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
St
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
255
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
603284-001 <br />• Collapse (ASTM D4546); and <br />• Soluble sulfate, soluble chloride, pH and minimum resistivity (CTM 417 Part <br />11, CTM 422, and CTM 532/643). <br />The results of the in-situ moisture and density testing are provided on the boring <br />logs in Appendix B. The remaining laboratory tests are presented in Appendix C. <br />Task 5 - GeologidSeismic Hazards Evaluation <br />We have performed a geologic/seismic hazards evaluation to define the geologic <br />environment and evaluate geologic-seismic hazards that may impact the site. <br />Using available data, we have developed information on the general geologic <br />conditions beneath the project and the locations of nearby active and potentially <br />active faults. The study addresses the potential for primary earthquake hazards <br />(ground shaking and surface rupture) and secondary earthquake hazards <br />(liquefaction, seismic settlement, seiches, earthquake-induced landsliding, and <br />lurching) impacting the site. We have also addressed the hazards of landsliding <br />and flooding at the site. <br />Task 6 - Ground Motion Study <br />We have performed a site-specific ground motion study in accordance with the <br />requirements of the 2010 California Building Code. A Probabilistic Seismic <br />Hazard Analysis (PSHA) and Deterministic Seismic Hazard Analysis (DSHA) <br />were performed to evaluate the risk of future earthquake ground motions at the <br />project site. <br />Task 7 - Engineering Analysis and Reports <br />The results of our subsurface explorations, laboratory testing, geologic/seismic <br />hazards, site-specific ground motion study, and engineering analyses are <br />summarized in the following sections. Geotechnical recommendations for design <br />and construction are presented in Section 5.0. <br />It should be noted that the recommendations contained in this report are subject <br />to the limitations presented in Section 6.0. An information sheet prepared by <br />ASFE (the Association of Engineering Firms Practicing in the Geosciences) is <br />also included as Appendix G. We recommend that all individuals using this <br />report read the limitations along with the attached ASFE document. <br />-5- <br />Leighton
The URL can be used to link to this page
Your browser does not support the video tag.