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O <br />4.0 <br />2.0 <br />LL <br />N <br />Y <br />h <br />H <br />°°I~.O <br />N <br />QK <br />W <br />x <br />U0 <br />3.0 <br />SAMPLE <br />MOISTURE DRY <br />DE <br />Y NORMAL <br />STRESS <br /> <br />BORING <br />DEPTH CONTENT NSIT <br />PCF <br />KSF <br />A - 16.6 108 1.00 <br />B - 16.6 108 2.00 <br />C - 16.6 108 4.00 <br /> <br />SAMPLE TYPE REMOLDED SAMPLE <br />J THICKNESS 1.0 IN DIAMETER 2.500 IN <br />0.4 STRAIN RATE 0.02 IN /MIN <br />0.0 0.1 0.2 0.3 <br />HORIZONTAL DISPLACEMENT • INCHES <br />3.0 <br />• 2.5 <br />2.0 <br />1.5 <br />• <br />0 1 2 3 4 <br />NORMAL STRESS-KSF <br />LL <br />to <br />Y <br />fA 1.0 <br />N <br />w <br />z <br />H• <br />rn 0.5 <br />z <br />w <br />(A 0 0 <br />NORMAL PEAK RESIDUAL <br />STRESS SHEAR SMEAR <br />KSF STRESS STRESS <br /> ICSF KSF <br />1.00 1.23 0.75 <br />2.00 1.64 1.40 <br />4.00 2.26 1.93 <br />Peak ~ 19 ° <br /> <br />Residual ~ 21 ' <br /> <br />Peak C 920 PSF <br /> <br />Residual C 490 PSF <br />SAMPLE DESCRIPTION CLAY, SANDY (CL) <br />REMOLDED AT 96% (ASTM D698) AT +2% OF OPTIMUM MOISTURE. <br />REMARKS COMBINED SAMPLE FROM TP-1 @ 3', TP-2 @ 2', TP-2 ~ 7', <br />TP-3 CcD 3', TP-4 CaD 4', AND TP-8 (tD 2.5'. <br />Job No. 26,559 <br />Direct Shear <br />E-15 <br />Test Results (Fig. A-6) <br />