Laserfiche WebLink
PRESSURE (ksf) <br /> 0.80 <br /> t <br /> lot <br /> I <br /> 0.75ILI1 <br /> 1 <br /> . I1 <br /> - � 1 <br /> 0.70) I i <br /> OC 1 j <br /> 0.65 <br /> > I <br /> 0.60, <br /> i 4 <br /> 0.55 <br /> .1 1 10 100 1000 <br /> rJ <br /> r <br /> 0 <br /> x <br /> U <br /> m <br /> N <br /> E <br /> U <br /> a <br /> noterence: ASTN D-2 <br /> SPECIMEN TYPE TRIMMED BEFORE TEST AFTER TEST <br /> DIAMETER (in) 2.43 HEIGHT (in) 0.80 MOISTURE CONTENT wo 26.6 % wf 24.2 % <br /> OVERBURDEN PRESSURE,Qv® psi VOID RATIO eo 0.76 of 0.65 <br /> PRECONSOL PRESSURE, (QVO)max psf SATURATION So 94 % Sf 100 % <br /> COMPRESSION INDEX. Cc DRY DENSITY '{d 96 pcf j1d 102 pcf <br /> LIQUID LIMIT 45 PLASTIC LIMIT 24 PLASTICITY INDEX 21 ISPECIFIC GRAVITY 2.70 <br /> CLASSIFICATION BROWN CLAYEY SAND (SC) SOURCE BH-1/PB-14 @ 78.3 FT <br /> P�A�= <br /> Harding Lawson Associates Consolidation Test Report <br /> Engineers.Geologists <br /> &Geophysicists <br /> DRAWN JOB NUMBER APPROVED WE REVISED DALE <br /> 05561.078.01 05-24-1992 <br />