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El Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib1ft3 % Ft. No. USCS DESCRIPTION <br /> inchesTs-ptiaitic Concrete <br /> SM Brown Very Silty Fine to Medium San <br /> 2 <br /> SM Brown Very Silty Fine to Mediurn Sand <br /> 4 Lighter Color <br /> 6 , <br /> 8 SM/ Light �Brown Silty Fine to Medium <br /> SP Sand <br /> 10 SP Clean -Fine to Medium Sand <br /> ` 13 <br /> 12- <br /> 14- <br /> 2 14 SP Clean :Fine to Clayey; Sand' (Minor G <br /> U. <br /> Small Gravel) <br /> a 16 19 <br /> v <br /> 18 <br /> ML/ Light ;;Brown Very Fine Sandy Clayey <br /> CL Silt/Silty Clay <br /> 20 4511ML BEQi en�e�dy Clayey Silt/Silty I <br /> ar' V ��e � <br /> BORI:'G =,.MINATED AT 20 I'E "^. <br /> 22 OT'�7.S : f <br /> E' <br /> 1. Boring Drilled on :2-19-85. <br /> 2 . No` Caving Noted. <br /> 3 . Nd Groundwater Encountered. <br /> a <br /> , 1 <br /> ' r <br /> dd� <br /> i <br /> r <br /> LOG OF: BORING Nb,,' : 1 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES �� ! <br /> GEOTECHNICAL CONSULTANTS • ;+MATERIALS TESTING <br /> IT. <br /> PROJECT NO. S-1773-9/#8 ; <br /> 1HK a T fnR,k R-23 <br /> ;5 3 <br />