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- 4 <br />6 <br />N <br />I W 2 <br />a <br />H <br />N <br />tZ <br />Q <br />N <br />W 0 <br />fJ <br />2 <br />a_ - <br />v <br />.0 <br />N <br />W - <br />r .0 <br />_v <br />x <br />N - <br />.0 <br />.o <br />B <br />3 <br />-~A <br />I 1 I 1 <br />'J _1 _2 _A <br />NORIIONTAL DEFORM67tON(in.) <br /> <br /> <br />1 <br />2 A <br />3 B <br />MOAIION74L DEFORM6TIDN (in.) <br />q': 27 <br />c's 0 <br />R.C. Harlan ~HD~sSOCi~TEs <br />San Francisco. California <br />Proj. No. 217.1 ADDr•RGT pole 10/4/ <br />6 <br />0 <br />g <br />4 <br />s <br />N <br />W <br />Q <br />0- <br />H <br />a 2 <br />a <br />W <br />2 <br />N <br /> <br /> <br /> B <br /> A <br /> <br /> <br />0 2 4 6 8 <br />NORMAL STRESS (ps(3 1000) <br />Tcs1 Type Conrplidafsd Droinetl Controlled Stra in <br />• 6s <br />Test No a B c <br /> Meipnt (in) 1.0 1.0 <br />e <br />Mo~stur• Content <br />15.7 % <br />15.9 <br />•c <br />VDitl R01i0 <br />- <br />- <br /> Sef uretien - °~1 - % °/6 <br /> Dry Density (pct) 94 94 <br /> <br />~, <br />Y Time 1pr SO°k <br />Cen3 DIidDI1Dn (mIR) - - <br />~ <br />e Time for 45% <br />Consolidetion (min) <br /> <br />- <br /> <br />- <br />m vole Rotio otter <br />C0113DIIdetlOn - - <br /> <br />D Moist ur• Confenr 1 .7% )7, o~ oo <br /> Vpltl Retl° - - <br />W <br />Sofuretion <br />- % <br />- % <br />°~6 <br />Normet Stress (psi) 4000 8000 <br />Maximum Sheor (pet) 2020 4010 <br />Time M Foilure (min.) 9 <br />Somple Seuree Bu ] k <br />Cteasilicetion BLACK SILTY LLAY CL <br /> <br />Liquid Limit ~ 38 <br />Plasticity Index ~ 17 <br />DIRECT SHEAR TE57 REPORT ~ FIGURE <br />L <br />