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0.71 <br />0.6E <br />0.61 <br />1 10 100 1000 <br />Reference: ASTM D-2 <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 />19.9 % wf 20.4 % <br />OVERBURDEN PRESSURE.Qvo <br />psf VOID RATIO <br />eo <br />0.69- of 0.58 <br />PRECONSOL PRESSURE. ((5vo )max <br />psf SATURATION <br />So <br />78 % Sf 94 % <br />COMPRESSION INDEX. Cc <br />DRY DENSITY <br />Ild <br />100 pcf Id 106 pcf <br />LIOUID LIMIT 30 IPLASTIC LIMIT <br />24 PLASTICITY INDEX <br />6 SPECIFIC GRAVITY 2.70 <br />CLASSIFICATION BROWN SILTY SAND <br />(SM) SOURCE <br />BH-1/ST-7 Q 35.2 FT <br />Harding "waon Associates <br />f s g = " : Engineers, Geologists <br />-� 8 Geophysicists <br />Consolidation Test <br />Report <br />F, -,s <br />DRAVM JOB NUMBER <br />05561.078.01 <br />APPROVED DATE <br />[ 05-25-1992 <br />REVISED DATE <br />li�tlu <br />Igo <br />B <br />1 10 100 1000 <br />Reference: ASTM D-2 <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 />19.9 % wf 20.4 % <br />OVERBURDEN PRESSURE.Qvo <br />psf VOID RATIO <br />eo <br />0.69- of 0.58 <br />PRECONSOL PRESSURE. ((5vo )max <br />psf SATURATION <br />So <br />78 % Sf 94 % <br />COMPRESSION INDEX. Cc <br />DRY DENSITY <br />Ild <br />100 pcf Id 106 pcf <br />LIOUID LIMIT 30 IPLASTIC LIMIT <br />24 PLASTICITY INDEX <br />6 SPECIFIC GRAVITY 2.70 <br />CLASSIFICATION BROWN SILTY SAND <br />(SM) SOURCE <br />BH-1/ST-7 Q 35.2 FT <br />Harding "waon Associates <br />f s g = " : Engineers, Geologists <br />-� 8 Geophysicists <br />Consolidation Test <br />Report <br />F, -,s <br />DRAVM JOB NUMBER <br />05561.078.01 <br />APPROVED DATE <br />[ 05-25-1992 <br />REVISED DATE <br />