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0 <br />0.6"c <br />1 10 100 1000 <br />Reference: ASM D -24M <br />SPECIMEN TYPE TRIMMED <br />BEFORE TEST <br />AFTER TEST <br />DIAMETER (in) 2.43 HEIGHT (in) <br />0.80 MOISTURE CONTENT <br />wo <br />22.7 % wf <br />23.1 % <br />OVERBURDEN PRESSURE,Qvo <br />psf VOID RATIO <br />eo <br />0.76 of <br />0.62 <br />PRECONSOL PRESSURE. ((5vo )max <br />psf SATURATION <br />So <br />81 % Sf <br />100 % <br />COMPRESSION INDEX, Cc <br />DRY DENSITY <br />-1d <br />96 pcf Yd <br />104 pcf <br />LIQUID LIMIT PLASTIC LIMIT <br />PLASTICITY INDEX <br />SPECIFIC GRAVITY <br />2.70 <br />i <br />1 10 100 1000 <br />Reference: ASM D -24M <br />SPECIMEN TYPE TRIMMED <br />BEFORE TEST <br />AFTER TEST <br />DIAMETER (in) 2.43 HEIGHT (in) <br />0.80 MOISTURE CONTENT <br />wo <br />22.7 % wf <br />23.1 % <br />OVERBURDEN PRESSURE,Qvo <br />psf VOID RATIO <br />eo <br />0.76 of <br />0.62 <br />PRECONSOL PRESSURE. ((5vo )max <br />psf SATURATION <br />So <br />81 % Sf <br />100 % <br />COMPRESSION INDEX, Cc <br />DRY DENSITY <br />-1d <br />96 pcf Yd <br />104 pcf <br />LIQUID LIMIT PLASTIC LIMIT <br />PLASTICITY INDEX <br />SPECIFIC GRAVITY <br />2.70 <br />CLASSIFICATION BROWN LEAN CLAY W/SAND • (CL) ISOURCE 13H-2/ST-10 Q 48.7 FT <br />Harding Lawson Associates Consolidation Test Report 'LATE <br />Engineers. Geologists <br />& Geophysicists <br />DRAWN .JOB NUMBER APPROVED DATE REVISED DATE <br />05561.078.01ent 05-25-1992 <br />