My WebLink
|
Help
|
About
|
Sign Out
04 ATTACHMENT 6
City of Pleasanton
>
CITY CLERK
>
AGENDA PACKETS
>
2021
>
081721
>
04 ATTACHMENT 6
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/12/2021 4:19:24 PM
Creation date
8/12/2021 3:49:22 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
8/17/2021
DESTRUCT DATE
15Y
Document Relationships
04
(Attachment)
Path:
\CITY CLERK\AGENDA PACKETS\2021\081721
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
77
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).
View images
View plain text
2.7 <br />Geocon Consultants, Inc. <br />6671 Brisa Street Project: <br />Livermore, CA 94550 Location: <br />Telephone: 925-371-5900 Proj. No.: <br />Fax: 925-371-5915 <br />4470 <br />4468 <br />Failure Photo <br />3.5' <br />B1 <br />Brown Silty CLAY <br />6.03 <br />12.7 <br />0.5263Strain Rate (%/min) <br />Strain at Failure (%) <br />Estimated Specific Gravity <br />Dry Density (pcf) <br />Major Principal Stress at Failure (psf) <br />Moisture Content (%) <br />Height (inch) average of 3 <br />2.41 <br />100.4 <br />50.6Saturation (%) <br />Diameter (inch) average of 3 <br />Resurrection Greek Orthodox Church <br />Pleasanton, CA <br />Shear Strength (lbs/ft2) <br />Unconfined Compressive Strength (ASTM D2166) <br />Sample Depth (feet) <br />Sample Description <br />Initial Conditions at Start of Test <br />Shear Test Conditions <br />Boring Number <br />Material Description <br /> Figure B2 <br />1.3 <br />Unconfined Compressive Strength (lbs/ft2) <br />Unconfined Compressive Strength (tons/ft2)2.2 <br />Test Results <br />Shear Strength (tons/ft2) <br />E9164-04-01 <br />1.1 <br />2234 <br />0 <br />500 <br />1000 <br />1500 <br />2000 <br />2500 <br />3000 <br />3500 <br />4000 <br />4500 <br />5000 <br />0.00 0.50 1.00 1.50 2.00 2.50Deviator Stress, psfStrain, % <br />STRESS-STRAIN
The URL can be used to link to this page
Your browser does not support the video tag.