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<br />4.0 - <br />Y 2 0 ?-' - - <br />w <br />N <br />w I <br />w <br />(no 0 <br />0 01 02 0.3 04 <br />HORIZONTAL DEFORMATION (IN.) <br />5.0 <br />4.0 <br />0 <br />® 0 <br />30 <br />20 <br />0 <br />LL <br />N <br />Y_ <br />F_ 0 <br />CO) <br />?ooI I <br />0.0 1.0 2.0 30 4.0 50 <br />NORMAL STRESS (KSF) <br />Sample Description: SAND, SL.SILTY, MOIST, BROWN <br />Sample Typo: BULK <br />Remarks. <br />r? <br />??l I <br /> MOIStUI'e Lary <br />Sample Boring Depth Content (%) Density <br />No. No. (FT) Before After (PCF) <br />1 B-4 14' -1 '1.1 157 1.19 <br />2 B-4 14 '111 '15.5 119 <br />3 B-4 '14 111 14.5 119 <br />LL, W. NL PI, %: NP -200: NM <br />Thickness (in). 1.0 Dia meter (in) 1,935 <br />Strain Rate (in/min): 0.0063 <br /> Peak Residual <br />Normal Shear Shear <br />Sample Stress Stress Stress <br />No. (KSF) (KSF) () (KSF) O <br />1 1.5 2 11 1.22 <br />2 2.5 3.48 2 4 <br />3 3.5 4.41 3.48 <br />Peak (¢ (DEG): 49 <br />Residual tp (DEG): 44 <br />Peak C (PSF): 450 <br />Residual C (PSF): 0 <br />Direp,t Shea ° Test Results <br />CTLIT PROJECT NO FC03746-'125 <br />FIGURE 4