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A <br /> Moisture <br /> Dry Density Content Blow/ Sample <br /> 30 Ib/k; % Ft. No. USCS DESCRIPTION <br /> 32 <br /> 34 <br /> 36 <br /> 38 <br /> S <br /> 40 P <br /> SM GRADES MORE SILT. <br /> 42 <br /> SM TAN CLAYEY SILTY FINE TO COARSE SAND. <br /> v44 <br /> v <br /> c <br /> i46 SM TAN SLIGHTLY CLAYEY SILTY VERY FINE <br /> S TO MEDIUM SAND. <br /> 0 GROUNDWATER ENCOUNTERED <br /> 48 <br /> 50 <br /> 52 <br /> 54 <br /> SM TAN VERY SILTY VERY FINE TO FINE SAND. <br /> 56 <br /> 58 <br /> ML TAN VERY FINE SANDY SILT. <br /> 60 <br /> BORING TERMINATED AT 60-FOOT DEPTH <br /> NOTES: <br /> 1 . Boring Drilled on 1-3-90. <br /> 2. Groundwater Encountered at 471 . <br /> 3 . No Caving Noted. <br /> KLEINELDER LOG OF BORING NO. PLATE <br /> B-1 Cont. IV <br /> PROJECT NO. <br /> R-': <br />