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F - <br />cc <br />a <br />0 0.65 <br />0.60 <br />0.55 <br />10 100 1000 <br />0 <br />> x <br />0 <br />cli <br />E <br />Reference: ASTH D-2430. <br />SPECIMEN TYPE TRIMMED BEFORE TEST AFTER TEST <br />---- HEIGHT (in) <br />DIAMETER (in) 2.43 0.80 MOISTURE CONTENT WO 26.6 % wf 24.2 % <br />OVERBURDEN PRESSURE.Ovo- PSf VOID RATIO eo 0.76 of 0.6 1 5 <br />PRECONSOL PRESSURE. Wvolmax psf SATURATION so 94 % I Sf 100 % <br />COMPRESSION INDEX, Cc DRY DENSITY Yd 96 pcf I Id 102 pcf <br />T- PLASTICITY INDEX SPECIFIC GRAVITY 2.70 <br />LIQUID LIMIT 45 PLASTIC LIMIT 24 21 <br />CLASSIFICATION BROWN CLAYEY SAND (SC) ISOURCE BH-I/PB-14 @ 78.3 FT <br />PRESSURE (ksf) <br />0.8 <br />NII <br />0.75 <br />0.70 <br />Harding Lawson Associates Conswication I est meporx <br />Engineers. Geologists <br />Geophysicists <br />DRAVM joa NumSER APPROVED DATE REVISED DATE <br />05561.078.01 Cni 05-24-1992 <br />0-1 <br />NII <br />Harding Lawson Associates Conswication I est meporx <br />Engineers. Geologists <br />Geophysicists <br />DRAVM joa NumSER APPROVED DATE REVISED DATE <br />05561.078.01 Cni 05-24-1992 <br />0-1 <br />