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r <br /> r DEPTH SAMPLE BLOW COUNT <br /> IJ DESCRIPTION DRY UNIT MOISTURE (Pp) <br /> I <br /> ft Sn <br /> GWL 6n Last USCS WEIGHT CONTENT qu <br /> 12 in <br /> Ibltt3 96 ton/ft <br /> 0' -0.5' Asphalt over base materia _ _ <br /> 0.51-13, Grayish brown mottled - <br /> brown sandy salty CLAY, <br /> dry to damp, medium <br /> 5 plasticity, <br /> r 4 14 CL <br /> 40 <br /> 10 <br /> less sand at 10' <br /> 8 13 <br /> 30 <br /> 13 '-21.5' Greenish gray clayey -- <br /> 15 SILT, damp to moist, <br /> low plasticity, slight: <br /> 6 13 hydrocarbon odor, <br /> CL 30 <br /> AML <br /> 20 <br /> some silty clay, medium <br /> 4 16 plastic. <br /> Bottom of boring at 21 5 feet <br /> NF WE <br /> i <br /> Date Drilled 1/25/89 <br /> I <br /> ROER BROTHERS PROPERTY ,®G ® ®R ®o J~ <br /> BALB1 &� CHA�IG ASSOCIATES PROJECT NO z7o5-1 DATE <br /> Geotechnical Consultants / Matarials Testing 4/21/$9 <br /> PREPARED BY DAR PLATE <br />