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fl E <br /> 1 � <br /> ggg Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 <br /> Ib/ft' % Ft. No. USCS DESCRIPTION <br /> ML Tan Very Fine Sandy Silt <br /> 1 CL Brown Sandy Clay <br /> 2 104 10 38-6 <br /> 4 I I ML Tan Very Fine Sandy Silt, Cemented <br /> 31-6" <br /> 6 <br /> I <br /> 8 - <br /> 10 30-3' " - <br /> 12 <br /> ML Grades Brown with Clay <br /> 14 <br /> r <br /> 16 I BORING TERN MTID AT 15 FOOT DEPTH. <br /> c NOTFS <br /> 0 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater IIzcountered. <br /> 3. bb Caving toted. <br /> 71 LOG OF BORING NO. B-3 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES k" V <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> '1 PROJECT NO. 20-2925-01 <br />