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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/ft3 % FL No. USCS DESCRIPTION <br /> CH BLACK CLAY. <br /> CL DARK BROWN CLAY. <br /> 4 -- <br /> CL LIGHT BROWN FINE SANDY SILTY CLAY. <br /> CL GRADES VERY SANDY. <br /> ML TAN CLAYEY VERY FINE VERY SANDY SILT. <br /> 10- <br /> 12- CL TAN BROWN SILTY CLAY. <br /> a <br /> 1 <br /> LL <br /> C <br /> z 16 <br /> a <br /> v <br /> O <br /> 1 <br /> 2 <br /> ML LIGHT BROWN CLAYEY SILT. <br /> 22- <br /> 24- <br /> BORING <br /> 2BORING TERMINATED AT 25' . <br /> NOTES: <br /> 1 . Boring Drilled on 4/26/88. <br /> 2 . No Caving Noted. <br /> 3 . No Free Groundwater Encountered. <br /> KLEIN FELDER <br /> LOG OF BORING NO. 6 PLATE <br /> PERCOLATION TEST HOLE 6 VII <br /> PROJECT NO. 20-2253-02 <br /> R-:2 <br />