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i• o <br />6.U <br />5.0 <br />4.0 <br />3.0 <br />N <br />Y <br />2.0 <br />rc' <br />1.0 <br />x <br />a'OD <br />SAMPLE MOISTURE <br />CONTENT DRY <br />DENSRY NORMAL <br />STRESS <br />BORING' DEPTH % POF HSF <br />TH-6 14 11.6 117 1.0 <br />TH-6 14 11.9 106 2.0 <br />TH-6 14 9.6 116 ~ 4.0 <br /> <br />SAMPLE TYPE California LineF <br />THICKNESS 1.0 IN DIAMETER 1.935 IN <br />• STRAIN RATE 0.02 IN /MIN <br />0.0 0.1 0.2 0.3 0.4 0.5 .. <br />HORIZONTAL DISPLACEMENT -INCHES <br /> 6.0 <br /> NORNAL FEAK RESIDUAL <br /> <br />5.0 STRESS SHEAR <br />STRESS SHEAR <br />STRESS <br /> NSF KSF IISF <br />• 4 <br />0 <br /> . 1.0 1.68 1.36 <br /> LL <br /> Y 3 <br />0 <br /> . 2.0 3.56 Z.44 <br /> vi 2.0 4.0 - 5.39 4,35 <br /> W <br /> <br /> 0 <br />y 1 <br /> . <br /> <br /> 0 <br />0 ° <br /> . ~ Peak ~ 43 <br /> y 0 1 2 3 4 5 6 <br /> Residual Q 44 ° <br /> NORMAL STRESS -KSF <br /> Peak C 1700 PSF '. <br /> ResidualC 1500 PSF <br /> SAMPLE DESCRIPTION SAND GRAVELLY, SILTY (SC, SNT) <br /> REMARKS REPORTED STRENGTH VALUES FOR ULTIMATE STRENGTH (NORNIAL STRESS <br /> <br />' GREATER THAN 2 ksfl <br /> Direct Shear <br />' Job No. 26,585 Test R@SUItS Fg. A-6 <br />• <br /> Exh. 7-20F-26 Revision Date: 1/05/07 <br /> Revison No.: PR-02 <br />