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1 <br /> DEPTH SAMPLE BLOW COUNT <br /> & DRY UNIT MOISTURE OASTECH <br /> First Last DESCRIPTION USCS WEIGHT CONTENT READING <br /> It GWL a In 12 in <br /> I3 PPMb/ft % <br /> 2k" AC/6" AB Pavement Section <br /> 0'-15' FILL, black silty CLAY, FILL <br /> with sand, medium plasti- <br /> ' city, gas odor to black <br /> 2 6 ashes, some porcelin <br /> 3 pieces, 125 <br /> 5 '-10 ' Dark brown, silty <br /> ' CLAY, low plasticity, <br /> 6 2 15 stiff, moist, slight odor <br /> 40 <br /> 9 <br /> 10 '-15' Brown, silty SAND <br /> ' 11 26 medium grain, loose to <br /> dense, moist, 60 <br /> 12 <br /> 15 <br /> 2 9 15'-26' Olive brown, silty CLAY, <br /> ' low plasticity, firm, CL 60 <br /> moist, slightly mottled. <br /> ' 18 <br /> 21 <br /> 0 <br /> ' (Continued on next plate) <br /> Date Drilled 4 05/88 <br /> PROPERTY, STOC$TON � SROEK BROTHERS ^} <br /> BALBI & CHANG ASSOC[ATFS <br /> PROJECT NO 1705_1 DATE E/25/8$ <br /> G@otechnical Consultants / Materials Testing PREPARED BY BK <br /> PLATE A-2 <br />