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Moisture <br /> Dry Density Content 1 Blow/ ` Sample 1 USCS DESCRIPTION <br /> Ib/1t3 'i % Ft. No. <br /> Q <br /> ELI CLBrown Clay, Moist, Soft <br /> 95 24 . 4 <br /> 2 Brown Very Fine Slightly Sandy Slightly <br /> ML <br /> Clayey Silt, Nbist <br /> 4 94 23 i3 ML Grades Brown Slightly Clayey Ve_Y Fine <br /> Sandy Silt, Soft <br /> 6 i <br /> ML Grades Brown Fine to Me-dim Ver'--- Sandy <br /> + 8 6 SM Silt <br /> Light Brown Silty Fine to Mec '- l Sind <br /> 10 SM Grades with Minor Curse Sand and i <br /> Shall Gravel <br /> k ML Brown Clayey Very Fine to Fine Very <br /> 12 ; Sandy Silt with Minor N�dium to Coarse <br /> -- Sand and Grave- <br /> Very ML Grades Light Brown Very Fine Very Sandy <br /> 14 <br /> l j i BORING TERMINATED AT 15 FOOT DEPTH. <br /> k s 15 i NOTES <br /> c ii I 1. Boring Drilled on 2-4-88. <br /> 2. No Groundwater Encountered. <br /> 3. No Caving Noted. <br /> f <br /> f <br /> i <br /> t <br /> LOG OF BORING NO. B-1 PLATE <br /> KLEINFELDER I�z <br /> PROJECT NO. 20-2983-01 <br /> R-22 <br />