Laserfiche WebLink
<br />• 4.0 <br />3.0 <br />2.0 <br />LL <br />N <br />Y <br />N <br />N <br />Wa.O <br />rn <br />s <br />x <br />~0 <br />SAMPLE <br />MOISTURE DRY <br />DENSITY NORMAL <br />STRESS <br /> <br />BORING <br />DEPTH CONTENT PCF 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 <br />0.4 STRAIN RATE 0.02 <br />0.0 0.1 0.2 0.3 <br />HORRONTAL 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 />Vl <br />Y <br />ul 1.0 <br />v1 <br />w <br />rn 0.5 <br />w <br />y 00 <br />2.500 IN <br />IN /MIN <br />NORMAL PEAK RESIDUAL <br />STRESS SHEAR SHEAR <br />KSF STRESS STRESS <br /> KSF 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 (~D 3'. TP-2 (rD 2'. TP-2 (~D 7', <br />TP-3 @ 3', TP-4 @ 4', AND TP-8 @ 2.5'. <br />Direct Shear <br />Job No. 26,559 Test Results Fig. A-6 <br />