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Al <br />0 <br />> x <br />ci <br />CD <br />N <br />E <br />a <br />0.74 <br />0.622 <br />0.5E <br />PRESSUKt: tKSTJ <br />1 10 <br />a <br />li c <br />Ratat*an'Crsi <br />' <br />SPECIMEN TYPE TYPE TRIMMED <br />BEFORE TEST AFTER TEST <br />DIAMETER (in) 2.43 HEIGHT (in) <br />0.80"'MOISTURE <br />CONTENT <br />wo 22.7` %, wf <br />23.1 % <br />OVERBURDEN PRESSURE.0vo <br />psf <br />VOID RATIO <br />eo 0.76 of <br />0.62 <br />PRECONSOL PRESSURE. (6vo )max <br />psf <br />SATURATION <br />So 81 % Sf <br />i00 % <br />COMPRESSION INDEX. Ce <br />DRY DENSITY <br />Yd 96 pcfI Id <br />104 pcf, <br />--- <br />PLASTICITY INDEX <br />SPECIFIC GRAVITY 2.70 <br />LIQUID LIMIT PLASTIC LIMIT <br />CLASSIFICATION BROWN LEAN CLAY <br />W/SAND (CL) SOURCE <br />BH-2/ST-10 a 48.7 <br />FT <br />Harding Lawson Associates <br />Consolidation Test <br />Report <br />cL ATE <br />/11� <br />r <br />Engineers. Geologists <br />& Geophysicists <br />' <br />DRA%%W .LOB NUMSEA <br />APPROVED LATE REvnsED <br />61%05-25-1992 <br />DATE <br />05561.078.01 <br />