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6.0 <br />4.0 <br />(00.0 <br />C <br />Y2.0 <br />W <br />F <br />CO) <br />W <br />it <br /> <br /> Moisture Dry <br />Sample, <br />t Boring Depth . Content (%) Density <br />No. No. (FT) i Before i After (PCF) <br /> <br />1 B-4 14' <br />i 11.1 15.7 119 <br /> . <br />_ <br />2 B-4 14 11.1 15.5 119 <br />.......... ...._..__.......... ....;......_.._.._.._.. <br />.........._.._._...._ <br />.<.... ............. <br />_ <br />3 <br />® B-4 14 11.1 14.5 119 <br />-_.. <br />-- <br />...i. .__.. S <br />0 0.1 0.2 0.3 0.4 LL, %: NL PI, %: NP -200: NM <br />HORIZONTAL DEFORMATION (IN.) <br />Thickness (in): 1.0 Diameter (in): 1.935 <br />Strain Rate (in/min): 0.0063 <br />Peak ` Residual ! <br />5.0 <br />4.0 <br />3.0 <br />2.0 <br />LL <br />Y_ <br />X1.0 <br />XOo <br />• <br />/i <br />• // I Q <br />CO, . <br />0.0 1.0 2.0 3.0 4.0 5.0 <br />NORMAL STRESS (KSF) <br />Normal Shear Shear <br />Sample'! Stress Stress Stress <br />S <br />NO-_ (KSF) .. <br />_.?(KSF) .8. <br />._ (KSF)...0... } <br />e <br />1 1.5 ! <br />2.11 I <br />; 1.22 <br />, <br /> <br />f ..._._..--__... <br />j ._. <br />..__...._._.__..... <br />4 <br />}..._._ 2 2.5 3.48 .. . ........2.4._.._,. <br />3 3.5 s 4.41 j 3.48 <br />Peak 0 (DEG): _.._ _..49 ............. <br />Residual ? (DEG): 44--.._._ <br />Peak C (PSF): 450 <br />Residual C (PSF): 0 <br />Sample Description: SAND, SL.SILTY, MOIST, BROWN <br />Sample Type: BULK <br />Remarks: <br />Direct Shear Test Results <br />CTL[T PROJECT NO. FC03746-125 <br />FIGURE 4