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Moisture ; <br /> Dry Density Content Blow/ Sample <br /> 0 Ib/ft3 % Ft. No. USCS DESCRIPTION <br /> ML Grey-Tan Cemnted Silt/Clay. <br /> I. CL <br /> 10 1 30/6' <br /> I <br /> ML Grey-Tan Cemented Clayey silt/Very Fine <br /> 20 34/61-KI SM Sand. <br /> 30 50/5'" <br /> j <br /> 40 82 18 52/6'°' <br /> 50 150/6J 1 <br /> 1 <br /> 60 40 3"° ML Light-Brown Cemented Silt/Clay. <br /> _ i I l cam. <br /> ML Light-Red-Brown Cemented Clayey Silt/ <br /> 70 150/4 SM Very Fine Sand. <br /> a ' I nl <br /> s 80 j j44/6 <br /> a <br /> 90 I ;54/611� I SM Dark-Brown Cemented Medium. Sand/Silty San . <br /> 1 i 1 SP <br /> 34/611' ! CL Light-Red-Brown Cemented Silty Clay. <br /> 100 <br /> 30P,=G TEP14XNATED AT. 100—FOOT DEPTH. <br /> I <br /> r- <br /> i <br /> i <br /> j � I <br /> J.H. KLEINFELDER & ASSOCIATES <br /> LOG OF BORING NO. 6 PLATE <br /> kPq <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> XI <br /> PROJECT NO. S-1008-35 <br /> ;HK K A FORM R-22 <br />