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Moisture <br /> Dry Density Content Blow/ Sample <br /> MOP % Ft. No. USCS DESCRIPTION <br /> CH BLACK CLAY. <br /> CL LIGHT BROWN SILTY VERY FINE SANDY <br /> CLAY. <br /> 6 <br /> CL TAN BROWN VERY FINE SLIGHTLY SANDY <br /> SILTY CLAY (VERY STIFF) . <br /> 1 <br /> 1 CL TAN SILTY CLAY (STIFF) . <br /> 1 <br /> u - - <br /> a, <br /> LL <br /> CL GRADES WITH MORE SILT. <br /> r <br /> 16- <br /> 18- <br /> 61 ML TAN VERY CLAYEY SILT. <br /> 2 <br /> 2 <br /> ML GRADES LESS CLAY WITH VERY FINE SAND. <br /> 2 <br /> BORING TERMINATED AT 25' . <br /> 267 NOTES: <br /> 1 . Boring Drilled on 4/26/88 . <br /> 2. No Caving Noted. <br /> 3. No Free Groundwater Encountered. <br /> KLEIN FELDER LOG OF BORING NO. 2 PLATE <br /> PERCOLATION TEST HOLE 2 III <br /> PROJECT NO. 20-2253-02 <br /> R-P <br />