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l ,'Moisture ` <br /> Dry Density ; Content nlow/ I Sample <br /> 0 ` lb/ft' °4 ft. 1k No. I USCS DESCRIPTION <br /> I 'kCL Brown Fine Sandy Clay. <br /> 2 ; IML Brown Fine Sandy Silt. <br /> I <br /> i CL Brown Fine Sandy Siltv Clay. <br /> 4 11 k <br /> 6 <br /> 3 <br /> CL Grades with More Gravel. <br /> 10 <br /> f y i <br /> 'ML Brown Clayey Fine Sandy Silt. <br /> 12 <br /> I <br /> 14 i <br /> I � <br /> U. <br /> v � I <br /> BORING TER-T,\= AT 15-FOOT DEP H. <br /> 16 j <br /> 1 =S: <br /> 1. Boring drilled on 2-22-85. <br /> c <br /> i 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> I j I 1 <br /> I I I II <br /> i � I <br /> i <br /> F <br /> F <br /> I <br /> F r , <br /> f <br /> PLATE <br /> i J.H. KLEINFELDER & ASSOCIATES k" LOG �F BORING NO. 1 <br /> GEOTECHNICAL CONSULTANTS • MMERIALS TESTING <br /> I: ZY� <br /> PROJECT NO. S-2568-10 <br /> iHK&A FORM R-22 <br />