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DEPTH SAMPLE SLOW COUNT DRY UNIT MOISTURE (PP) <br /> First Last DESCRIPTION USCS WEIGHT CONTENT Gu <br /> It GVVL 6 in 12 in lbtit3 % tonlit <br /> 0'-0 5' Asphalt over sandy <br /> gravel base, <br /> 0 5 '-4' Dark gray sandy SILT to ML// <br /> silty SAND, dry, SIt <br /> plastic, some odor, <br /> 4'-30 5' Dark gray silty clay, <br /> 5 moist, medium plasti- <br /> city, less moisture at <br /> 7 feet, becomes <br /> greenish gray, <br /> 10 <br /> CL <br /> 15 moister at 15' <br /> 20 <br /> i <br /> 25 damp at 251 , locally <br /> 5 10 more silt, some odor 25 <br /> at 26' <br /> f 30 <br /> 30 5'-48' Brown and dray clayey <br /> 6 14 SILT to silty CLAY, 25 <br /> damp to moist, medium CL/ <br /> plasticity, slight ML <br /> odor at 311 , <br /> 35 <br /> 3 9 25 <br /> Log continues on next plate <br /> Date Drilled, 1/2gjgc� <br /> i <br /> ROEK BROTHERS PROPERTY L O G OF BORING NO.O, M Y Y 3 <br /> BALB1 & CHANG ASSOCIATES PROJECT NO 1705-1 AT 4/21/89 <br /> Geotechnical Consultants f materials Testing PREPARED BY OAR PLATE B_6 <br />