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n <br />u <br />U <br />0.7( <br />0.6E <br />0.62 <br />0.56 <br />0.54 <br />1 <br />m <br />a Rsfoac•. ASTH D -243' - <br />SPECIMEN TYPE TRIMMED BEFORE TEST AFTER TEST <br />DIAMETER (in) 2.43 HEIGHT (in) "a':8 MOISTURE'CONTENT wd °'19.9 % wf -20,A 96 <br />OVERBURDEN PRESSURE.QYo psf VOID RATIO eo 0.69 of 0.58 <br />PRECONSOL PRESSURE. (6vo )max psf SATURATION So 78 % Sf 94 % <br />COMPRESSION INDEX, Cc DRY DENSITY Yd 100 pcf -id 106 pcf <br />LIOUID LIMIT 30 1 PLASTIC LIMIT 24 IPLASTICITY INDEX 6 SPECIFIC GRAVITY 2.70 <br />CLASSIFICATION BROWN SILTY SAND (SM) ISOURCE BH—i/ST-7 0 35.2 FT <br />Harding (Lawson Associates Consolidation Test Report r' �E <br />Engineers, Geologists <br />8 Geophysicists w <br />DRAWN JOB NUMBER APPROVED DATE REVISE@ DATE <br />05561.078.01 mml 105-25-1992 <br />