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ESSURE Msf) <br /> 0.70 <br /> { <br /> 0.66 ii <br /> III TI <br /> 6 0.62 <br /> Ir <br /> I= o { <br /> ® 0.58 <br /> > ' { <br /> 0.54 <br /> Ir s <br /> 0.50 <br /> . 1 1 10 100 1000 <br /> M <br /> e <br /> 0 <br /> > x <br /> U <br /> CD <br /> m <br /> N <br /> E <br /> U <br /> Reference: ASTH D-243-0 <br /> SPECIMEN TYPE TRIMMED BEFORE TEST AFTER TEST <br /> DIAMETER (in) 2.43 1HEIGHT (in) 0.80 MOISTURE CONTENT I Wo 19.9 % Wf 20.4 % <br /> OVERBURDEN PRESSURE.Ovo psf VOID RATIO eo 0.69 of 0.58 <br /> PRECONSOL PRESSURE. ((1vo)rnax psf SATURATION So 78 % Sf 94 % <br /> COMPRESSION INDEX. Cc DRY DENSITY 'fid 100 pcf 'fd 106 pcf <br /> LI®UID LIMIT 30 IPLASTIC LIMIT 24 PLASTICITY INDEX 6 SPECIFIC GRAVITY 2.70 <br /> CLASSIFICATION BROWN SILTY SAND (SM) ISOURCE BH-1/ST-7 Q 35.2 FT <br /> Harding Lawson Associatos Consolidation Test Report f"-ATE <br /> Engineers.Geologists <br /> Geophysicists _ <br /> N p' <br /> DRAWN JOB NUMBER APPROVED DATE REVISED DATE <br /> 05561.078.01 05-25-1992 <br />