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Moisture <br /> Dry Density Content Blow/ Sample <br /> 0 <br /> lb/ft' % Ft. No. USCS DESCRIPTION <br /> ML Tan Very Fine Sandy Silt <br /> 2 CL Brown Sandy Clay <br /> 104 10 38-6" <br /> 1 , <br /> 4 ML Tan Very Fine Sandy Silt, Cemented <br /> 31-611 <br /> 6 <br /> 8 !, <br /> � I <br /> 10 <br /> 30-3;511 <br /> 12 <br /> ML Grades Brown with Clay <br /> I <br /> 14 <br /> v <br /> a, <br /> r 16 BORING TERIMTID AT 15 FOOT DEPTH. <br /> a NoTFS <br /> 0 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Etncountered. <br /> 3. No Caving Noted. <br /> PLATE <br /> J.H. KLEINFELDER & ASSOCIATES �� LOG OF BORING NO. B-3 V <br /> GEOTECHNICAL CONSULTANTS . MATERIALS TESTING <br /> PROJECT NO. 20-2925-01 <br /> 111N&A I()"R-2: <br />