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�4 OW _ _ q..a 'xg <br /> P- <br /> DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE GAMC l <br /> DESCRIPTION USCS WEIGHT CONTENT tEM"O <br /> Firal Lest <br /> }t OWL g in 12 in 15lft3 96 � <br /> 1�" AC/6" AB Pavement Section <br /> 71"-6Black to brown, clayey ILL <br /> l <br /> sandy SILT to silty CLAY, <br /> low elasticity, stiff, <br /> 4 17 moist, gas odor, <br /> t : 3 60 <br /> I � <br /> F+ 6 7 30 40 <br /> 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 /> t 10'-15' increased sand r <br /> 4 22 content, non-plastic, <br /> mottled, 40 <br /> is t <br /> 12 <br /> r � 15 <br /> 5 15 15'-25' Reddish brown <br /> }+E clayey SILT, low plasti-, 60 <br /> 4. .' city, stiff., moist. <br /> mottled, <br /> 4 39 <br /> ( ' <br /> 21 60 <br /> (Continued On next plate) <br /> Date Drilled: 4/05/88 <br /> * ROEK BROTHERS PROPERTY, STOCKTON LOG OF BORING NO. TB-3 <br /> 1 <br /> -- - ---- BALBI & CHANG ASSOCIATES PROJECT No. ?705-Z DATE 4/26/68 — — <br /> Geotechnical Consultants / Materials Testing PREPARED BY BK PLATE A-5 <br /> 6c+ <br />