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0 <br />7i <br />0.20J. <br />INITIAL <br />F I NAL <br />DRY DENSITY - Ib/ft3 <br />72.5 <br />76.5 <br />WATER CONTENT - % <br />29.7 <br />29.1 <br />VOID RATIO <br />DEGREE OF SATURATION, % <br />SAMPLE HEIGHT - inches <br />1.00 <br />0.948 <br />0.30 <br />A. <br />t <br />0.40 <br />0.50 <br />r <br />i <br />i <br />00.60 <br />.._i <br />..... .. i -. ._. <br />a <br />t f <br />. <br />2 0 .70 <br />_------------ <br />- <br />i i t <br />U <br />_ <br />t <br />a 0.80 <br />t , <br />t. 1 <br />s• , <br />i <br />+ t <br />.. <br />t <br />4 1 <br />f. f <br />, <br />�— <br />t <br />. <br />{ <br />1 <br />0.1 <br />BORING NO S Stockpile <br />DEPTH <br />SAMPLE DESCRIPTION <br />Sludge <br />OVERBURDEN PRESSURE <br />PRECONSOLIDATION PRESSURE <br />COMPRESSION INDEX, Cc <br />RECOMPRESSION INDEX, Cr <br />1.0 <br />PRESSURE <br />10.0 50.0 <br />_ Ir -2 <br />PLATE <br />J.H. KLEINFELDER & ASSOCIATESkP41STOCKTON WASTEWATER TREATMENT FACILITY <br />GEOTECHNICAL CONSULTANTS - MATERIALS TEST114C II <br />PROJECT NO. 20-1147-04 <br />INITIAL <br />F I NAL <br />DRY DENSITY - Ib/ft3 <br />72.5 <br />76.5 <br />WATER CONTENT - % <br />29.7 <br />29.1 <br />VOID RATIO <br />DEGREE OF SATURATION, % <br />SAMPLE HEIGHT - inches <br />1.00 <br />0.948 <br />PLATE <br />J.H. KLEINFELDER & ASSOCIATESkP41STOCKTON WASTEWATER TREATMENT FACILITY <br />GEOTECHNICAL CONSULTANTS - MATERIALS TEST114C II <br />PROJECT NO. 20-1147-04 <br />