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<br />L <br /> <br />n <br />U <br />4 <br />3 <br />LL <br />N <br />Y 2 <br />Vl <br />N <br />W <br />(tC <br />N 1 <br />a <br />W <br />N <br />4. <br />3. <br />LL <br />Y 2 <br />N <br />W <br />C <br />N 1. <br />oc <br />a <br />x <br />N <br />0.8 0.16 0.24 0.32 <br />HORIZONTAL DISPLACEMENT- INCHES <br /> <br />~~ <br />MOISNRE <br />DRV <br />NORMAI <br /> <br />PORING <br />DERV CONiFM <br />Y. DENSITY <br />FCE STRESS <br />~ <br />P3 BULK 15.4 96 1, 2 ANI <br /> <br /> <br /> <br />SAMPLE TYPE REMOLDED AT 85X <br />ASTM D 698 <br />THICKNESS 1.0 IN DIAMETER 2.5 IN <br />STRAIN RATE 0.02 IN/MIN <br />1.0 2.0 3.0 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: P3, <br />REMARKS: <br />JOB NO. 25,863 <br />4.0 <br />NORMAL <br />sIREss <br /> <br />~ -EAC <br />SNEAR <br />snx.. <br />RSF ffSIDUAL <br />SMEAR <br />sEREss <br />~ <br /> 7 1.19 <br /> .08 <br /> 8 <br /> <br />Peak ~ 31 ° <br /> <br />Residual ~ 32 ° <br /> <br />Peak C o.e <br /> <br />Residual C 0.5 <br />4 <br />SPOIL. 85X COMPACTION <br />Direct Shear ~ FIG. A 5 ~ <br />Test Results <br />