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7 ~ <br />I ~EN AND ASSOCIATES • <br />Consulting Soil and Foundation Engineers <br />TEST NUMBER I 2 3 4 <br />LOCATION <br />Hole 2 at 15 Eeet <br />HEIGHT - INCH 1.014 1.007 1.003 <br />DIAMETER - INCH 1.918 1.918 1.918 <br />WATER CONTENT - $ g g 5.3 5.5 <br />DRY DENSITY - pcf 116.4 108.2 119.1 <br />CONSOL. LOAD - ksf <br />'i01L`I:\L IA,\!1 - ksf 1 3 5 <br />SI!L,\R S"1'R~SS - ksf 1. L2 1.95 4.56 <br />TYPE OF SPECIMEN California liner <br />SOIL DESCRIPTION sandy gravelly clay <br />TYPE OF TEST Consolidated - submerged <br />Sinele shear <br />Strain rate = 0.12 rtn/min <br />1 4 <br />N <br />N <br />v <br />h <br />l <br />~ L <br />L <br />L <br />N <br />C <br />4 362 85 <br />:~ <br />1 <br />•n <br />J <br />N <br />n <br /> <br />Ilori:nnt~f Uisola~cment <br />(inches) <br />TAN 0 0.714 <br />0 350 <br />COHESION - ksf 0.30 <br />2 4 6 <br />Normal Stress - ksf <br />DIRECT SIiI;AR TEST RESU[:r5 <br />Fig. 15 <br />