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1 <br /> Moisture <br /> Dry Densily Content Blow/ j Sample <br /> 16lft3 % Ft. No. USCS DESCRIPTION <br /> H CL Brown Fine Very Sandy Clay. <br />{ .... 2 !° !ML Brown Fine Sandy Silt. <br /> 4 - Brown Slightly Clayey Fine Sandy Silt. <br /> 3 I <br /> 6 - <br /> FYj. Brown Ver-,, Fine Sandy Silt. <br /> 8 <br /> 12 <br /> i <br /> SMBrown Very Silty Fine Sand. <br /> -14 <br /> v <br /> c ! BORING `l'`ERMIMTED AT 15-FOOT DEPTH. <br /> X16 I I 1. Boring drilled on 2-22-85. <br /> w i <br /> c ; 2. No free groundwater encountered. <br /> E 3. No caving noted. <br /> IF <br /> E . <br /> i <br /> LOG OF BORING NO. s PLATE <br /> J.H. KLEINFELDER & ASSOCIATES k" <br /> FGEOTECHNICAL CONSULTArr'TS • NAATERIALS TESTING <br /> �. . vii <br /> PROJECT NO. S-2568-11 <br /> _ JHK R A FORM R- <br /> 1. + <br />