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pill! 1, <br /> ME <br /> W. <br /> 05. VIA 1 <br /> DEPTH SAMPLE BLOW COUNT Df1Y UNIT MOISTURE (PP) <br /> l d Fkrat Las! DESCRIPTION U5c5 WEIGIIT CONTENT Vu <br /> l <br /> it OWL g In 12 In Ib1f1 % ton/ft <br /> 0'-0.5' Asphalt over base materia ___ <br /> 0.5'-13' Grayish brown mottled <br /> broom sandy silty CLAY, <br /> dry to damp, medium <br /> plasticity, <br /> 5 <br /> 4 l q CI' 40 <br /> 10 lens sand at 10' <br /> { 8 13 - 30 <br /> `f <br /> 13'-21.5' Greenish gray clayey <br /> SILT, damp to moist, <br /> 15 low plasticity, slight <br /> hydrocarbon odor, <br /> 6 13 CL 30 <br /> /ML <br /> 20 <br /> some silty clay, medium <br /> ._.. plastic. <br /> 4 16 <br /> Bottom of boring at 21.5 feet. <br /> NPWC <br /> L <br /> t <br /> Date Drilled: 1/25/89 <br /> I <br /> �. LOG <br /> BORING <br /> �1 <br /> ROEN BROTZ[ERS PROPERTY L.OG OF BORING NO. B--4 <br /> — - ---. -- _lam _- _ -_._._..-- ----------- <br /> BALBI & CHANG ASSOCIATES PROJECT NO. 1705-1 DATE 4/21/89 <br /> I Geotechnical Consultants / IAaterlatsTesting PREPARED BY DAR PLATE B-8 <br />