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1 <br /> Moisture ' <br /> Dry Density ! Content Blow/ Sample DESCRIPTION <br /> Wit' j Ft. No. USCS <br /> } (m Brown Silty Fine Sandy Clay. <br /> Brawn Fine Sandy Silt. <br /> 2 i i <br /> y CL Brown Fine sandy very Silty Clay. <br /> 8 <br /> ML Brown Clayey Sandy Silt. Gravel. <br /> N� Grades with no Clay. <br /> F, <br /> 12 <br /> F. 14 <br /> C BORING TEpjnmTED AT 1., FOOT DEPTH. <br /> 1 _16 i <br /> NOTES: <br /> 1. Boring drilled on 2-22-85. <br /> 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> I il <br /> � I <br /> I� <br /> I <br /> I � <br /> i , <br /> P LAT E <br /> J.H. KLEiNFELDER & ASSOCIATES k" LOG OF BORING NO. <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESfiNG V <br /> f. <br /> PROJECT NO. S-2568-10 <br /> 'Y IHK,4A FORM R-22 <br />