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3.0 <br /> SAMPLE DRY NORMAL <br /> MOISTURE DENSITY STRESS <br /> CONTENT 2.5 BORING DEPTH PCF KSF <br /> 4.0 KSF TP-2 0-2 9.3 115 1.0 <br /> 2.0 <br /> TP-2 0-2 9.3 115 2.0 <br /> 15 TP-2 0-2 9.3 115 4.0 <br /> LL <br /> VI <br /> Y 2.0 KSF <br /> H 1.0 SAMPLE TYPE SAMPLE REMOLDED AT 93% <br /> w <br /> OF D 698 AT OPTIMUM MOISTURE CONTENT <br /> 0.5 <br /> w 1.0 KSF THICKNESS 1.0 IN DIAMETER 2.500 IN <br /> x <br /> N <br /> 0.0 STRAIN RATE 0.02 IN/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 0.640 <br /> 2.0 2.0 1.473 <br /> 1.5 4.0 2.658 <br /> LL <br /> N <br /> Y <br /> y 1.0 Peak 33 ° <br /> W <br /> F <br /> w 0.5 <br /> 0: Peak C 47 PSF <br /> x <br /> 00.0 <br /> 0 1 2 3 4 <br /> NORMAL STRESS-KSF <br /> SAMPLE DESCRIPTION LEVEE FILL, SAND, CLAYEY, GRAVELLY, COBBLY, <br /> VERY DENSE, MOIST, BROWN, DARK BROWN (SC). <br /> REMARKS SAMPLE FROM TP-2 AT 0 TO 2 FEET <br /> Direct Shear <br /> Job No. 25,385 Test Results Fig. 14 <br />