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Moisture <br /> Dry Density Content Blow/ Sample <br /> Ib/ft3 % Ft. No. USCS DESCRIPTION <br /> 0- <br /> ML DARK GREY BROWN CLAYEY SILT <br /> 103 10.7 53 <br /> CH DARK GREY BROWN SILTY CLAY <br /> 2-- i <br /> ML TAN CLAIEY SILT <br /> 4 <br /> 107 16.0 30/2 " ML TAN VERY FINE SANDY SILT (HARD) <br /> 6 <br /> i <br /> I <br /> 8 <br /> SM TAN VERY SILTY VERY FINE SAND <br /> 10 20 SM GRADES WITH LESS SILT <br /> I <br /> 12 ! ML GREY TAN VERY FINE VERY SANDY SILT <br /> SM TAN SILTY VERY FINE SAND <br /> 14 I ML GREY TAN VERY FINE VERY SANDY SILT <br /> BORING TERMINATED AT 15-FOOT DEPTH. <br /> L 16 <br /> NOTES': <br /> c <br /> _cd 1. BORING DRILLED ON 1-25-90. <br /> 2 . NO GROUNDWATER ENCOUNTERED. <br /> 3. NO CAVING NOTED. <br /> LOG OF BORING NO. 2 PLATE <br /> k" KLEINFELDER <br /> IV <br /> PROJECT NO. 20-2182-24 <br />