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I� <br /> DEPTH SAMPLE BLOW COUNT DRY UNIT FA0lSTURE (PP) <br /> A First Leat DESCRIPTION USCS WEIGHT CONTENT qo <br /> I <br /> It GYVL g In 12 in I�/fl 0 % Ion/fl'-Q.5' ASPHALT ---- <br /> 0.5'•-4.5' Black silty fine SAND <br /> with sonic gravel and tt <br /> r clay lumps, dry, --- <br /> J4 4.5'-22' Brown slightly sandy <br /> 5 silty CLAY, damp, <br /> medium plasticity, <br /> 10 <br /> Cr, <br /> 20 less Fine sand at 20' <br /> 22'-26' Light grayish brown --- <br /> clayey SILT, damp to <br /> moist, low to medium <br /> plasticity, <br /> 25 ML <br /> 3 14 20 <br /> 28'•-33' Brown slightly sandy --- <br /> 30 silty CLAY, dry to damp, <br /> medium plasticity, witff CL <br /> 6 20 white streaks, <br /> 20 <br /> 33'-38' Brown, silty fine SAND, <br /> dry, non-plastic, with <br /> 35 some clay, si•1 <br /> 5 12 25 <br /> Log continues on next plate. <br /> Date Drilled: 14'25/89 <br /> f <br /> E ROEK BROTHERS PROPERTY LOO OF BORING NO. MW-2 <br /> BALBI & CHANG ASSOCIATES PROJECT NO. 1705-1 DATE 4/21/89 <br /> Geotechnical Consultants Materials Testing P;1EPP.RED BY DAR PLATE B-•4 - <br />