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~i N AND ASSOCIATES <br />Consul ing Soil and Foundation Engine <br />TEST NUMBER 1 2 3 4 <br />LOCATION <br />Hole 7 at 5 Eeet <br />HEIGHT - INCH 1.OI4 1.014 L.014 <br />DIAMETER - INCH 1.918 1.913 1.918 <br />WATER CONTENT - $ g,3 8.L 7.5 <br />DRY DENSITY - pcf 107.8 107.5 96.9 <br />CONSOL. LOAD - ksf <br />.'IOiL`IAL L0,\11 - ks f 1 3 5 <br />Sl!%,\R S'I'RI:SS - ks f 1 .09 2.12 3.25 <br />TYPE OF SPECIMEN California liner <br />SOIL DESCRIPTION slioh[ly gravelly sardv <br />TYPE OF TEST Consolidated - submerged <br />Sinele shear <br />Strain rate = 0.18 mm/min <br />w <br />y 4 <br />N <br />N <br />N <br />N <br />L <br />m 2 <br />d <br />L <br />N <br />C <br />6 <br />~. <br />1 <br />n <br />v <br />n 4 <br />r <br /> <br />.U4 1 1.4 2 2.4 3 <br />flori_ontal UisDl~iCmcnC <br />(inchcsl <br />TAr! 0 0.571 <br />0 29` <br />COHESION - ksf .55 <br />2 4 6 <br />Normal Stress - ksf <br />4 362 85 DIRECT SIIF:AR TEST RESULTS Fig. 16 <br />