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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/W ao Ft. 1 No. USCS DESCRIPTION <br /> RRR ! ML GREY BROWN CLAYEY SILT <br /> I <br /> CGREY BROWN VERY CLAYEY SILT <br /> 2 — <br /> ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> SANDY SILT <br /> t 4 <br /> ML GRADES LIGHT BROWN, MORE CLAY <br /> i <br /> f <br /> 6 ! I ML GRADES VERY CLAYEY <br /> i <br /> ML GRADES TAN, SLIGHTLY CLAYEY <br /> '— <br /> r ML GRADES WITH MORE CLAY <br /> 10- <br /> 12— <br /> ML <br /> 012ML TAN SLIGHTLY CLAYEY VERY FINE SANDY SILT <br /> 14 <br /> 66, <br /> C. <br /> SM TAN SILTY SAND AND GRAVEL (GRAVEL TO 3" <br /> GM DIAMETER) <br /> 20 ML TAN SLIGHTLY CLAYEY VERY FINE SANDY SILT <br /> E E <br /> 22 , <br /> 24 <br /> 26 <br /> ML TAN CLAYEY SILT <br /> 28 <br /> CL TAN SILTY CLAY <br /> d . 30 <br /> ML TAN CLAYEY SILT <br /> 32 .. <br /> CONTINUED ON NEXT PAGE. . <br /> OF <br /> Ji LOG OF BORING NO. -5 PLATE <br /> KLEIN FELDERoFz <br /> i� <br /> vii <br /> PROJECT NO. 20-2983-02 <br /> _[ R-22 <br />