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DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE OASTECH <br /> 8' DESCRIPTION USCS WEIGHT CONTENT READING <br /> First Last <br /> ft GWL 6I 12 In lb/ft 3 PPM gf, <br /> lj" AC/6" AB Pavement Section <br /> 73�"-6' Black to brown, clayey ILL <br /> sandy SILT to silty CLAY <br /> low plasticity, stiff, <br /> 3 <br /> 4 17 moist, gas odor, <br /> 60 <br /> I <br /> ' 6 7 30 — 40 <br /> 6'-36' Dark yellowish brown to <br /> olive brown, clayey SILT ML <br /> low plasticity, very <br /> stiff, moist, mottled, <br /> trace of caliche lenses, <br /> 9 <br /> 10'-15' increased sand <br /> ' 4 22 content, non-plastic, l <br /> mottled, 40 <br /> 12 <br /> ' 15 <br /> ' S 15 15 '-25' Reddish brown <br /> clayey SILT, low plasti- 60 <br /> city, staff, moist, <br /> 18 mottled, <br /> 4 39 <br /> 21j 60 <br /> ' (Continued on next plate) <br /> Date Drilled 4/05/88 <br /> f� <br /> ROEK BROTHERS PROPERTY, STOCKTON LOG OF30R1,ucca x0. 711B <br /> i <br /> BALBI & CHAING ASSOCIATES PROJECT NO 1705-1 DATE4�26�88 <br /> Gootochnicel Consultants / Materials Testing PREPARED BY BR PLATE A-5 <br />