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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 38-6" <br /> 4 Mm Tan Very Fine Sandy Silt, Cemented <br /> 31-6" <br /> 6 <br /> it <br /> 8 <br /> 10 30-3h" <br /> i <br /> 12 <br /> n Grades Brown with Clay <br /> 14 <br /> v <br /> LL <br /> L 16 BORING TERIMTED AT 15 FOOT DEPTH. <br /> NDTES: <br /> 0 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> I.H. KLEINFELDER & ASSOCIATES B-3 PLATE <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING �� LOG OF BORING NO. V <br /> PROJECT NO. 20-2925-01 <br /> 11Y% I10RM R:] <br />