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o <br /> Moisture <br /> Dry Density Content Blow/ 1 Sample <br /> 0 Ib/ftp % Ft. No. USCS DESCRIPTION <br /> i <br /> CH Black Silty Clay <br /> 2 <br /> 4 i I ML Tan Brown Very Clayey Silt <br /> ML Grades Light Brown Very Fine Sandy <br /> 6 I Clayev Silt <br /> i CL Brown Silty Clay <br /> 8 <br /> 10 —— <br /> CL Grades Tan Brown Very Fine Sandy Clay, <br /> 12 <br /> More Stiff <br /> I <br /> 14 <br /> a <br /> CML <br /> , /CL Grades Very Silty, Softer <br /> v <br /> 0 <br /> 18 Brown Slightly Clayey Very Fine to Fine <br /> i <br /> ML Sandy Silt, Moist <br /> 20 j <br /> j SM Brown Slightly Clayey Very Silty Fine <br /> I to Coarse Sand <br /> 22 i <br /> Sq Claan Fine to Coarse Sand <br /> 24 I I <br /> ML Brown Very Fine Sandy Silt <br /> 26 BORING TERMINATED AT 25 FOOT DEPTH. <br /> NOTES: <br /> 1. Boring Drilled on 1-14-88. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> i <br /> KLEI N FEEDER <br /> LOG OF BORING NO. B-1 PLATE <br /> II <br /> PROJECT NO. 20-2949-02 <br /> 1.21 <br />