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6.0 <br />4.0 <br /> <br />LL <br />R2.0 <br />CO <br />N <br />w <br />co <br />a <br />w <br />(00.0 <br />0 0.1 0.2 0.3 0.4 <br />HORIZONTAL DEFORMATION (IN.) <br /> <br /> o <br /> <br /> is <br /> ,Q <br /> <br /> <br /> <br /> <br /> <br /> /O <br />j <br /> <br /> <br /> Ill <br />?J <br /> Moisture Dry <br />Sample Boring Depth Content (%) Density <br />No. No. (FT) . Before ! After (PCF) <br />1 B-4 14' 11.1 15.7 119 <br />2 ® B-4 14 11.1 15.5 119 <br />3 B-4 14 11.1 14.5 119 <br />LL, %: NL PI, W. NP -200: NM <br />Thickness (in): 1.0 Diameter (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) (KS F) 0 <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 ? (DEG): 44 <br />Peak C (PSF): 450 <br />Residual C (PSF): 0 <br />Vi <br />0.0 1.0 2.0 3.0 4.0 5.0 <br />NORMAL STRESS (KSF) <br />Sample Description: SAND, SL.SILTY, MOIST, BROWN <br />Sample Type: BULK <br />Remarks: <br />Direct Shear Test Results <br />CTLIT PROJECT NO. FC03746-125 <br />FIGURE 4