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F Y <br /> 3.0 <br /> SAMPLE DRY NORMAL <br /> MOISTURE DENSITY STRESS <br /> CONTENT PCF KSF <br /> 2 rJ BORING DEPTH <br /> 4.0 KSF <br /> TP-1 7-8 11.2 111 1.0 <br /> 2.0 <br /> TP-1 7-8 11.2 110 2.0 <br /> 1.5 TP-1 1 7-8 11.2 110 4.0 <br /> LL <br /> N <br /> x 2.0 KSF <br /> fy 1.0 SAMPLE TYPE SAMPLE REMOLDED AT 93% <br /> w <br /> x <br /> OF D 698 AT OPTIMUM MOISTURE CONTENT <br /> U' 0.5 <br /> IQ 1.0 KSF THICKNESS 1.0 IN DIAMETER 2.500 IN <br /> x <br /> N <br /> 0.0 STRAIN RATE 0.02 IN I MIN <br /> 0.0 0.1 0.2 0.3 0.4 <br /> HORIZONTAL DISPLACEMENT-INCHES <br /> 3.0 <br /> NORMAL PEAK <br /> STRESS SHEAR <br /> KSF STRESS <br /> 2.5 KSF <br /> 1.0 0.774 <br /> 2.0 <br /> 2.0 1.540 <br /> 1.5 4.0 2.769 <br /> U. <br /> (A <br /> Y <br /> uyi 1.0 Peak 33 ` <br /> W <br /> K <br /> H <br /> In 0.5 <br /> Peak C 160 PSF <br /> x <br /> to 0.0 <br /> 0 1 2 3 4 <br /> NORMAL STRESS-KSF <br /> SAMPLE DESCRIPTION SAND, CLAYEY, GRAVELLY, COBBLY, DENSE, MOIST <br /> TO WET, BROWN, BLACK, RUST(SC). <br /> REMARKS SAMPLE FROM TP-1 AT 7 TO 8 FEET <br /> Direct Shear <br /> Job No. 25,385 Test Results Fig. 13 <br />