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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/f13 "o Ft. No. j tJSCS DESCRIPTION <br /> 4 .i 0 ML GREY BROWN CLAYEY SILT <br /> j <br /> ML <br /> GREY BROWN VERY CLAYEY SILT <br /> _CL <br /> 2 <br /> * ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> SANDY SILT <br /> 4 w <br /> ML GRADES LIGHT BROWN, MORE CLAY <br /> i <br /> 6 j ML GRADES VERY CLAYEY <br /> j _CL <br /> x ML GRADES TAN, SLIGHTLY CLAYEY <br /> 8 — <br /> I ML GRADES WITH MORE CLAY <br /> 10- <br /> 12— <br /> ML <br /> 0 12ML TAN SLIGHTLY CLAYEY VERY FINE SANDY SILT <br /> 14 <br /> v � ' <br /> = 16 i I <br /> I ; ! SM TAN SILTY SAND AND GRAVEL (GRAVEL TO 3" <br /> I ! GM DIAMETER) <br /> 18 <br /> i <br /> 11 j <br /> E I <br /> 20 ML TAN SLIGHTLY CLAYEY VERY FINE SANDS.' SILT <br /> 1 <br /> II j it <br /> 22- <br /> 24-1 <br /> 224 �... <br /> L � � <br /> ML TAN CLAYEY SILT <br /> 26 <br /> 28 <br /> CL TAN SILTY CLAY <br /> F <br /> 30 <br /> ML TAN CLAYEY SILT <br /> F .F <br /> 32 <br /> CONTINUED ON NEXT PAGE. _ . <br /> PLATE <br /> KLEIN FELDER <br /> LOG OF BORING NO. 5 1 OF 2 <br /> VII <br /> PROJECT NO. 20-2983-02 <br /> i � R•22 <br /> w . <br /> f <br />