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AL Adlb <br /> Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 Ib/ft3 % Ft. No. USCS DESCRIPTION <br /> ML Tan Very Fine Sandy Silt <br /> 2 CL Brown Sandy Clay <br /> 104 10 X38-6" <br /> i <br /> ML Tan Very Fine Sandy Silt, Cemented <br /> 4 <br /> _ 31-6" <br /> 6 <br /> i <br /> i <br /> 8 <br /> 10 <br /> 30-32" it — <br /> I i <br /> 12 - <br /> ML Grades Brown with Clay <br /> 14 <br /> I � <br /> 16 BORING TERP=TED AT 15 FOOT DEPTH. <br /> a <br /> NOTES: <br /> o 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> I � <br /> I <br /> I <br /> I <br /> li Ii <br /> J.H. KLEINFELDER & LOG OF BORING NO. B-3 PLATE <br /> ASSOCIATES �� V <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> PROJECT NO. 20-2925-01 <br />