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Moislure <br /> Dry Density Co.lent Blow/ Sample <br /> lb/ft' % FI. No. USCS DESCRIPTION <br /> 0 <br /> CH BLACK CLAY. <br /> 2- <br /> ¢ ML LIGHT BROWN CLAYEY VERY FINE SANDY <br /> SILT. <br /> 6- <br /> CL BROWN VERY FINE SLIGHTLY SANDY VERY <br /> ML SILTY CLAY. <br /> TAN VERY FINE VERY SANDY SILT. <br /> ML TAN VERY FINE SLIGHTLY SANDY VERY <br /> 1 <br /> CLAYEY SILT. <br /> 12- <br /> ML GRADES LIGHT BROWN. <br /> 1 <br /> i <br /> v <br /> LL <br /> C <br /> s 1 <br /> a <br /> D <br /> 18 <br /> 20 -- <br /> ML LIGHT BROWN SLIGHTLY CLAYEY SILT. <br /> 2Z- <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 /> kn KLEINFELDER LOG OF BORING NO. 5 PLATE <br /> PERCOLATION TEST HOLE 5 VI <br /> PROJECT NO. <br /> R 22 <br />