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DEPTH SAMPLE BLOW COUNT <br /> DAY UNIT <br /> aMOISTURE OASTECH <br /> DESCRIPTION USCS WEIGHT CONTENT READIN13 <br /> ft C'WL First Lost Bin 72 in <br /> AC/5" AB Pavement Section Ib/tt3 96 PPM <br /> 7�"-3' Black to brown, clayey ML <br /> sandy SILT, non-plastic, <br /> moist, <br /> 3 <br /> 3 '-113�' Brown, salty CLAY, low "- <br /> plasticity, very stiff, CL <br /> ' root holes, <br /> ' 4 26 <br /> 6 0 <br /> ' 9 9'-11-15' Olive brown, <br /> Silty CLAY, low plasti- <br /> city, very stiff to hard, <br /> ' moist, <br /> 6 30 <br /> 0 <br /> 12 Boring terminated at 111, feet. <br /> NFWE <br /> I <br /> 1 <br /> Date Drilled 4/05/88 <br /> ROEK BROTHERS PROPERTY, STOCKTON 307'� 1 �;' <br /> PROJECT <br /> BALBI & CHANG ASSOCIATES NO DATE 1705-1 4/25/88 <br /> Geotechnical Consultants / Materials Testing PREPARED BY <br /> MBK PLATE A_4 <br />