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I.I ~ . <br />Y~Ik <br />3 <br />• <br />2 <br /> <br />• <br />LL <br />N <br />Y 1 <br />N <br />W <br />LY <br />N <br />Q <br />W <br />w <br />3.0 <br />2.0 <br />N <br />Y 1.0 <br />N <br />DC <br />Q <br />W <br />N <br /> <br />O.B 0.16 0.24 0.32 <br />HORI20NTAL DISPLACEMENT- INCHES <br />SAMPLE <br />MOI$IURE <br />D% <br />NORMAI <br /> <br />BORING <br />OFPf11 COMENi <br />~' DENSITY <br />PCF STRESS <br />KSF <br />R 1 BULK 16.5 95 1 , 2 A<` <br /> <br /> <br /> <br />SAMPLE TYPE REMOLDED AT E14X <br />ASTM D 69B <br />THICKNESS 1 •0 IN DIAMETER 2 •5 IN <br />STRAIN RATE 0.02 IN/MIN <br />NORMA( <br />STRESS <br /> <br />KSF PEAL <br />SNEM <br />STRESS <br />KSF RESIDUAL <br />SHFAR <br />SfRE33 <br />KSF <br /> 1 1 0 9 <br />2 1.70 1.60 <br />4 2.75 2.55 <br /> <br />/ Peak ~ z9° <br />Residual ~ 2e° <br />Peak C 0.6 KSF <br />1.0 2.0 3.0 4.0' ResidUalC 0.4 KSF <br />NORMAL STRESS -KSF <br />SAMPLE DESCRIPTION: Rl. TYPICAL SPOIL. 85X COMPACTION <br />REMARKS: <br />D 4 <br />JOB NO. 25.863 Direct Shear FIG. A-7 <br />i Test Results <br />