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9 <br />0.7r -- <br />0.7( <br />.7F <br />0.7( <br />• ., <br />• <br />i <br />n <br />V O <br />m <br />1 <br />C4 <br />E <br />AFTER TEST <br />U <br />a <br />CONTENT <br />SPECIMEN TYPE TRIMMED <br />26.6 % wf 24.2 % <br />DIAMETER (in) 2.43 HEIGHT (in) <br />0.8 MOI <br />OVERBURDEN PRESSURE.t3vo <br />psf VOID <br />PRECONSOL PRESSURE. (Qvo )max <br />psf SAT <br />COMPRESSION INDEX, Cc <br />DRY <br />LIQUID LIMIT 45 PLASTIC LIMIT <br />24 PLA <br />[:CLASSIFICATION BROWN CLAYEY SAND <br />(SC) <br />SPECIFIC GRAVITY 2.70 <br />SOURCE <br />BH—i/PB-14 V 78.3 FT <br />t PLL <br />i <br />u <br />i <br />n <br />V O <br />m <br />1 <br />C4 <br />E <br />AFTER TEST <br />U <br />a <br />CONTENT <br />SPECIMEN TYPE TRIMMED <br />26.6 % wf 24.2 % <br />DIAMETER (in) 2.43 HEIGHT (in) <br />0.8 MOI <br />OVERBURDEN PRESSURE.t3vo <br />psf VOID <br />PRECONSOL PRESSURE. (Qvo )max <br />psf SAT <br />COMPRESSION INDEX, Cc <br />DRY <br />LIQUID LIMIT 45 PLASTIC LIMIT <br />24 PLA <br />[:CLASSIFICATION BROWN CLAYEY SAND <br />(SC) <br />Harding Lawson Associates <br />' (c B ^ Engineers. Geologists <br />6 Geophysicists <br />DRAWN <br />JQB NUMBER_..__._.. <br />05561.078.01 <br />10 <br />1VV <br />••i <br />STURE <br />R <br />Reference: ASTM D-24= <br />BEFORE TEST <br />AFTER TEST <br />CONTENT <br />wo <br />26.6 % wf 24.2 % <br />RATIO <br />e <br />0.76 of 0.65 <br />URATION <br />So <br />94 % Sf 100 % <br />Yd <br />96 pct 1 %d 1 102 Pct <br />DENSITY <br />STICITY INDEX <br />21 <br />SPECIFIC GRAVITY 2.70 <br />SOURCE <br />BH—i/PB-14 V 78.3 FT <br />t PLL <br />Consolidation Test epor <br />P <br />DAT E <br />05-24-1992 <br />