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0.80 <br />0.74 <br />ty 0.68 <br />O_ <br />F - <br />Q <br />O 0.6'c <br />.�� <br />PRESSUHL tKST, <br />1 <br />10 <br />:•$ <br />a%100 <br />Reference: <br />ASTM D-2 <br />BEFORE TEST AFTER TEST <br />23.1 <br />SPECIMEN TYPE TRIMMED <br />DIAMETER (in) 2.43 i HEIGHT (in) <br />0. 80 MOISTURE CONTENT <br />wo 22.7 % Wf <br />% <br />0.62 <br />OVERBURDEN PRESSURE.6vo <br />psf VOID RATIO <br />eo 0.76 of <br />100 % <br />PRECONSOL PRESSURE. (6vo )max <br />psf SATURATION <br />S <br />So 81 % f <br />Yd 96 pcf Yd <br />104 pcf <br />COMPRESSION INDEX. Cc <br />DRY DENSITY <br />SPECIFIC GRAVITY <br />2.70 <br />QUID LIMIT PLASTIC LIMIT <br />--- PLASTICITY INDEX <br />48.7 FT <br />[CLASSIFICATION BROWN LEAN CLAY <br />H/SAND (CL) SOURCE <br />SH-2/ST-10 0 <br />nrE <br />Harding "wson Associates <br />Consolidation Test <br />R@PO`t <br />c = _ = Engineers. Geologists <br />P <br />' & Geophysicists <br />APPROVED DATE REVISED <br />DATE <br />DRAWN j08 NumSER <br />05561.078.0 i <br />R05-25-1992 <br />