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6.0 <br /> <br /> i <br />Moisture ~ Dry <br />a.o j Sample Boring ~ Depth Content (%) Density <br />r ~ No. No. ~ (FT} ;Before ; After ' (PCF) <br /> 1 ! <br />_ <br />B-4 ~ 14' 11.1 ; 15.7 ( 119 <br /> _ <br />__ <br />_ <br />~ 2 ~ <br />~ B-4 ! 14 ! 11.1 ~ 15.5 ~ 119 <br />x2 <br />0 _ <br />~~ ~- <br />~ ~~ <br />. <br />- <br />.. 3 <br />• B-4 14 ': 11.1 14.5 ~ 119 <br />~y <br />Q _ __t __.._i. ,..... ,. __.. i.. _ -- <br />, <br />~ i i ; ~ I <br /> <br />o: <br />X0.0 <br />0 D.~ 0.2 0.3 D.a LL, %: NL PI, %: NP -200: NM <br />HORIZONTAL DEFORMATON QN.) ----. _... - .. .. _. __ _ _.......__.__. <br /> Thickness (In): 1.0 Diameter (in): 1.935 <br /> Strain Rate (in/min): 0.0083 <br />5.0 <br />a.o <br />3.0 <br />x,2.0 <br />Y <br />m <br />~1.0 <br />W <br />x <br />~D.D <br />0.0 1.0 2.0 3.0 4.D 5.0 <br />NORMAL 9iREaa (KS~ <br />Sample Description: SAND, SL.SILTY, MOIST, BROWN <br />Sample Type: BULK <br />Remarks: <br />Peak I Residual i <br />i Normal Shear Shear <br />Sample i Stress ~ Stress ~ Stress <br />No_ <br />' (KSF) (KSF) ~ j(KSF) ~ <br />.. <br />.__. .. . <br />1 ~ <br />,_ 1.5 <br />_-._ ! 2.11 <br />.._..- ~ 1.22 <br />___ _..t <br />i <br />2 i <br />.._. 2.5 1 <br />3.48 <br />__ . ~ ... ?:4..__ <br />, <br />t r j <br />--3---}. __3_5.-.. _l.__4.41._ ~- 3.48 j <br />---- -- <br /> <br />I <br />i ' <br />i <br />Peak p (DEG): 49 <br />Residual a (DEG): 44 <br />Peak C (PSF): 450 <br />Residual C (PSF): 0 <br />Direct Shear Test Results <br />CTL}'f PROJECT NO. FC03746-125 <br />FIGURE 4 <br />