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Harding Lawson Associates Consolidation i esi RepoCi <br />Engineers, Geologists <br />8 Geophysicists <br />DRAWN JOB NVMBER APPROVED WE REVISED WE <br />05561.078.01 N 05-24-1992 <br />PRESSURE (ksf) <br />0_Bo <br />I <br />� I i <br />, <br />0.751 <br />0.701 I i <br />O i � <br />0 0.65 <br />I i , <br />1 I <br />.,.0.601, 1 <br />I , t <br />0.55 <br />1 10 <br />iO0 <br />1000 <br />,g <br />to <br />] x <br />(� U <br />m <br />m <br />C14 <br />E <br />U <br />w <br />Reference: <br />ASTH D-243= <br />SPECIMEN TYPE TRIMMED <br />BEFORE TEST <br />` AFTER TEST <br />DIAMETER (in) 2:43 HEIGHT (in) <br />0.80 MOISTURE CONTENT .WO <br />26.6 % w f <br />24.2 % <br />OVERBURDEN PRESSURE.Qvo <br />psf VOID RATIO 4e <br />0.76 of <br />0.65 <br />PRECONSOL PRESSURE. (Ov)max <br />o <br />psf SATURATION So <br />94 % Sf <br />100 % <br />COMPRESSION INDEX. Cc <br />DRY DENSITY yd <br />96 Pctd <br />102 pc <br />LIQUID LIMIT 45 PLASTIC LIMIT <br />24 PLASTICITY INDEX 21 <br />SPECIFIC GRAVITY 2.70 <br />CLASSIFICATION BROWN CLAYEY SAND <br />(SC) ISOURCE BN-i/PB-14 @ 76.3 <br />FT <br />Pt A. <br />Harding Lawson Associates Consolidation i esi RepoCi <br />Engineers, Geologists <br />8 Geophysicists <br />DRAWN JOB NVMBER APPROVED WE REVISED WE <br />05561.078.01 N 05-24-1992 <br />