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i Moisture I <br /> Dry Density Content Blow/ Sample <br /> O Ib/It" a ft. No. USCS DESCRIPTION <br /> ML Mn Very Fine Sandy Silt <br /> 119 10 36-8" Brown Sandy Clay <br /> 2 <br /> ML Tan Very Fine Sandy Silt <br /> 4 <br /> 6 <br /> i <br /> 8 <br /> ML Grades with Slight Clay, Very Hard <br /> 10 - I <br /> BORING TERMINATED AT 10 FOOT DEPTH. <br /> NCY1F8: <br /> 1. Boring Drilled on 6-10-87. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> I <br /> d <br /> v <br /> L <br /> a <br /> D <br /> J.H. KLEINFELDER & ASSOCIATES k" LOG OF BORING NO. PLATE <br /> GEOTECHNICAL CONSULTANTS • MAIk RIALS Tk SLIM; B-4 VI <br /> PROJECT NO. 20-2925-01 <br /> IHt h d FORK Y-;_ <br />