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0.70 <br />0.54 <br />0.50 <br />v <br />1 <br />10 <br />m <br />0=0g <br />a <br />Aeference: ASTM D -243' - <br />'n� <br />SPECIMEN TYPE TRIMMED <br />BEFORE TEST <br />AFTER TEST <br />II <br />DIAMETER (in) 2.43 HEIGHT (in) <br />N <br />Wp <br />19.9 %ke <br />VIII <br />20.4 % <br />OVERBURDEN PRESSURE,0,0 <br />psf VOID RATIO <br />eo <br />0.69 <br />B� <br />0.58 <br />PRECONSOL PRESSURE. (Cyo)max <br />psf SATURATION <br />So <br />78 % <br />94 % <br />COMPRESSION INDEX. Cc <br />DRY DENSITY <br />"fid <br />100 pcf <br />106 pcf <br />LIQUID LIMIT 30 IPLASTIC LIMIT <br />24 PLASTICITY INDEX <br />6 <br />SPECIFIC GRAVITY <br />2.70 <br />CLASSIFICATION BROWN SILTY SAND <br />(SM) ISOURCE <br />BH-1/ST-7 0 35.2 FT <br />dfl <br />II <br />� <br />v <br />1 <br />10 <br />m <br />0=0g <br />a <br />Aeference: ASTM D -243' - <br />SPECIMEN TYPE TRIMMED <br />BEFORE TEST <br />AFTER TEST <br />DIAMETER (in) 2.43 HEIGHT (in) <br />0.80 MOISTURE CONTENT <br />Wp <br />19.9 %ke <br />20.4 % <br />OVERBURDEN PRESSURE,0,0 <br />psf VOID RATIO <br />eo <br />0.69 <br />0.58 <br />PRECONSOL PRESSURE. (Cyo)max <br />psf SATURATION <br />So <br />78 % <br />94 % <br />COMPRESSION INDEX. Cc <br />DRY DENSITY <br />"fid <br />100 pcf <br />106 pcf <br />LIQUID LIMIT 30 IPLASTIC LIMIT <br />24 PLASTICITY INDEX <br />6 <br />SPECIFIC GRAVITY <br />2.70 <br />CLASSIFICATION BROWN SILTY SAND <br />(SM) ISOURCE <br />BH-1/ST-7 0 35.2 FT <br />Harding Lawson Associates Consolidation Test Report P`. TE <br />Engineers, Geologists <br />& Geophysicists <br />r <br />DRAWN JOB NUMBER APPROVED DATE REVISED DATE <br />05561.078.01 [ 05-25-1992 <br />