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rAsk AWL <br /> DEPTHSAMPLE BLOW COUNT <br /> DESCRIPTION <br /> DRY UNIT MOISTURE (Pp) <br /> It. USCS GWL First Last WEIGHT CONTENT qu <br /> 6 in 12 in <br /> --- Ib/tt3 % ton/ft <br /> 0'-0 5 ' ASPHALT PAVEMENT <br /> 0.5' -13 ' Dark gray salty CLAY, <br /> moist, medium plasticity, <br /> 5 <br /> 2 9 19 <br /> 0 <br /> CL <br /> 10 <br /> 6 13 <br /> 0 <br /> 13'-18' Brown clayey SILT, dry - <br /> 15 to damp, low palsticity, <br /> ML <br /> 6 10 <br /> 18'-23' Brown silty CLAY to <br /> clayey SILT, dry to <br /> 20 damp, low plasticity, <br /> CL <br /> 23'-281 - <br /> 8 Light grayish brown <br /> clayey SILT, damp, low <br /> 25 plasticity <br /> ML <br /> 4 12 <br /> 0 <br /> 29 '-33' Brown silty CLAY, dry <br /> to damp, lot to medium <br /> 30 plasticity, with some <br /> white streaks, CL <br /> 10 33 <br /> 33 '-48' Brown, slightly clayey, -- <br /> fine SAND and SILT, <br /> 35 damp, non-plasticity, mL <br /> /SM <br /> i <br /> Log continues on next plate <br /> ` Date Drilled 1/23/89 <br /> I <br /> . RORK BROTHERS PROPERTY LOG OF BORING G�O. IY��4!�-1 <br /> Get <br /> BALBI & CHANG ASSOCIATES PROJECT NO z7�S_z DATE <br /> ��az�eg <br /> Geotechnical Consultants / Materials Testing PREPARED BY DAtt <br /> " PLATE B_2 <br />