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Moisture j <br /> Dry Density Content Blow/ Sample I DESCRIPTION <br /> l) Ib/E13 i Ft. i No. i USC5 <br /> ! CL Brown Silty Fine Sandy Clay. <br /> 2 ML Brown Slightly Clayey Very Fane Sandy S' t. <br /> a <br /> F <br /> 6 <br /> 8 <br /> 10 <br /> I <br /> 12 <br /> ML Tan-Grey Sandy Silt with Gravel. <br /> i <br /> 14 <br /> LL. <br /> 16 ; E0=33 T7-py=TED AT 15-FOOT D=TH. <br /> 1 NO'T'ES <br /> U <br /> ' 1. Boring drilled on 2-22-85 . <br /> j 2. No free groundwater encountered. <br /> 3. No caving noted. <br /> � I <br /> I <br /> i <br /> ii <br /> s i I <br /> { <br /> I E <br /> I <br /> LOG OF BORING NO. <br /> 4 PLATE <br /> J.H. KLEINFELDER & ASSOCIATES <br /> GEOTECHNICAL CONSULTANTS • mATFRIALS TESTING V1 <br /> PROJECT NO. S-2568-11 <br /> )HK A,A FORM R•22 <br />