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DEPTH SAMPLE BLOW COUNT DRY UNIT MOISTURE (Pp) <br /> GWL First Last <br /> DESCRIPTION USCS WEIGHT CONTENT (IU <br /> ft 6 in 12 in lb/ft % ton/ft <br /> 0'-0.5' ASPHALT PAVEMENT <br /> 0 5' -4 5' Black silty fine SAND <br /> with some gravel and SM <br /> clay lumps, dry, <br /> 4.5'--22' Brown slightly sandy <br /> 5 silty CLAY, damp, <br /> medium plasticity, <br /> 10 <br /> CL <br /> 15 <br /> 20 less fine sand at 20 ' <br /> 221-28' Light grayish brown <br /> clayey SILT, damp to <br /> moist, low to medium <br /> plasticity, <br /> 25 ML <br /> 3 14 <br /> 20 <br /> 28'-33 ' Brown slightly sandy <br /> 30 silty CLAY, dry to damp, <br /> medium plasticity, witF CL <br /> 6 20 white streaks, <br /> 20 <br /> 331--38' Brown, silty fine SAND, <br /> dry, non-plastic, with <br /> 35 some clay, EIl1 <br /> 5 12 <br /> 25 <br /> LLog continues on next plate <br /> Date Drilled _ 1/25/89 <br /> i <br /> L: - ------------------ <br /> ROEIt BROTHERS PROPERTY <br /> ' 00 O F: BORING NO. MW-2 <br /> i BALBI & CHANC ASSOCIATES PROJECT NO 1.705_1 DATE 4/21/89 <br /> Geotechnical Consultants / Materials Testing PREPARED BY DAR B-4 <br />