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a <br /> Moisture <br /> Dry Density j Content Blow/ Sample <br /> Ib/ft-' o Ft. No. USCS DESCRIPTION <br /> 0 <br /> ML Brown Clayey Silt <br /> 2 <br /> -- <br /> 4 - j i IML Brown Very Fine Sandy Silt <br /> 6 <br /> ! ML Brown Grey Very Clayey Silt <br /> 8 - - <br /> SM/SP Brown Slightly Silty Very Fine to Fine <br /> Sand <br /> 10 - ML Brown Very Fine Very Sandy Silt, Very <br /> moySt <br /> BORING TERM-MATED AT 10 FOOT DEPTH. <br /> NOTES: <br /> i 1. Boring Drilled 6-17-87. <br /> 2. No Groundwater Encountered. <br /> S 3. No Caving Noted. <br /> v <br /> i <br /> c <br /> - I <br /> a <br /> y <br /> t <br /> ' I <br /> j i I <br /> i <br /> i <br /> i <br /> i <br /> J.H. KLEINFELDER & ASSOCIATES k$q LOG OF BORING NO. PLATE <br /> B-1 II <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> PROJECT NO. 20-2568-01 <br />