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PRESSURE (ksf) <br /> 0.80 <br /> 0.74 <br /> 0.68 A NI <br /> W . I H111-� <br /> 0 0.62 <br /> > ij <br /> , � e <br /> 0.56LI <br /> _ <br /> � j <br /> : ;. <br /> 0.50 <br /> .1 1 10 100 1000 <br /> c� <br /> t <br /> 0 <br /> > K <br /> V � <br /> m <br /> . N <br /> E <br /> v <br /> Refer-once: ASTM D-2 <br /> SPECIMEN TYPE TRIMMED BEFORE TEST AFTER TEST <br /> DIAMETER (in) 2.43 HEIGHT (in) 0.8 MOISTURE CONTENT wo 22.7 % wf 23.1 % <br /> OVERBURDEN PRESSURE.Ovo psf VOID RATIO eo 0.76 of 0.62 <br /> PRECONSOL PRESSURE.(Ovo)max psi SATURATION So 81 % Sf i00 % <br /> COMPRESSION INDEX. CC DRY DENSITY Yd 96 pcf I-1d 104 pcf <br /> LIQUID LIMIT PLASTIC LIMIT --- PLASTICITY INDEX SPECIFIC GRAVITY 2.70 <br /> CLASSIFICATION BROWN LEAN CLAY W/SAND (CL, SOURCE 8H-2/ST-10 E 48.7 FT <br /> vt ATE <br /> Harding LawsonAss®clates Consolidation Test Report <br /> Jill s j-__= Engineers.Geologists <br /> b Geophysicists <br /> JOB mUMBEA APPROVED DATE REVISED DATE \ <br /> 05561.078.01 1A 05-25-1992 <br />