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r - a• <br /> <br />• <br />• <br /> <br />4 <br />3 <br />LL <br />N <br />Y2 <br />N <br />N <br />w <br />OC <br />~ 1 <br />oc <br />Q <br />W <br />N <br />4.0 <br />3.0 <br />LL <br />N <br />Y2.0 <br />N <br />N <br />OC <br />y1.0 <br />oc <br />Q <br />N <br />O.B 0.16 0.24 0.32 <br />HORIZONTAL DISPLACEMENT- INCHES <br />SAMPLE <br />MOISNRE <br />DPY <br />NORMAL <br /> <br />BORING <br />DEPTH CONIENf <br />Y' DENSITY <br />PCF STRESS <br />KSF <br />P3 BULK 15.1 107 1 , 2 A<` <br /> <br /> <br /> <br />SAMPLE TYPE REMOLDED AT 95X <br />ASTM D 698 <br />THICKNESS 1.0 IN DIAMETER 2.5 IN <br />STRAIN RATE 0.02 IN/MIN <br />NORMAL <br />STRESS <br /> <br />KSF PEAT( <br />SNEAK <br />STRESS <br />KSF RESIDUAL <br />SMEAR <br />SRE55 <br />KSF <br /> 1 <br />2 2.43 1.74 <br />4 3.67 3.30 <br /> <br />Peak ~ 31 ° <br />Residual ~ 32° <br />PeOk C 1.2 KSF <br />1.0 2.0 3.0 4.0 Residual C 0.6 KSF <br />NORMAL STRESS -KSF <br />SAMPLE DESCRIPTION: PS, TYPICAL SPOIL, 95X COMPACTION <br />REMARKS: <br />JOB NO. 25,863 <br />Direct Shear <br />Test Results <br />D 4 <br />FIG. A-6 <br />