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Moisture I <br /> Dry Density I Content Blow/ Sample <br /> 0 Ib/ftI % Ft. No. USCS DESCRIPTION <br /> jCL Grey-Tan- emen e any i ay. <br /> 1 <br /> � 30/6°I i <br /> 77 <br /> 2 82 13SM <br /> 23/610 1_ Brown Cemented Slightly Silty Very Fine <br /> SP to Fine Sand. <br /> II <br /> 3 <br /> 150/6" <br /> IML Grey-Tan Cemented Silt/Clay. <br /> 4 36/611' CL <br /> 5 34/6 J I <br /> Dark-Brown Cemented Very Fine to Fine <br /> 6 I 29 Sand. <br /> 50/6" Grey-Tan Cemented Silt/Clay. <br /> 70- 79 23 CL <br /> U. <br /> c � <br /> 150/ <br /> -E 8 j I 6 <br /> CL <br /> 9 I I50/6"' — Dark-Brown Cemented Very Silty Fine Sand. <br /> SP <br /> 100 ;50/4 ML/S rown Cemented Clayey Silt/Very Fine Sand <br /> BORING TERMINATED AT 100-FOOT DEPTH. <br /> i <br /> r- <br /> f <br /> J.H. KLEINFELDER & ASSOCIATES LOG OF BORING NO- PLATE <br /> GEOTECHNICAL CONSULTANTS - MATERIALS TESTING 4 <br /> K4 <br /> PROJECT NO. S-1008-35 IX <br /> IHK A+FORM R-2I <br />