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Ain;stwe II <br /> Dry Density Content Blow; Sample DESCRIPTION <br /> Ib/ft' . FI. ? No. USCS <br /> ML ;F. BROWN VERY CLAYEY SILT <br /> CL <br /> 2 6 <br /> I ML TAN VERY FINE SLIGHTLY SANDY CLAYEY <br /> SILT (MEDIUM STIFF) <br /> R <br /> Q ML TAN VERY FINE SANDY SILT (SOFT) <br /> 6 �—-- <br /> ML TAN SILT ( SOFT) <br /> J <br /> 8 : ML TAN VERY FINE SLIGHTLY SANDY CLAYEY <br /> SILT <br /> 10 <br /> 12 <br /> 14 ; ML GRADES WITH SOME SMALL GRAVEL <br /> 16 I I ML LIGHT TAN SLIGHTLY CLAYEY VERY FINE <br /> SANDY SILT <br /> J <br /> 18 ! CL TAN VERY FINE SLIGHTLY SANDY VERY SILTY- <br /> L � i CLAY WITH SOME GRAVEL <br /> I 1 <br /> r <br /> 20- <br /> I II <br /> 22 I AML TAN SANDY GRAVELLY CLAYEY SILT <br /> I <br /> I, GM SLIGHTLY SILTY SAND & GRAVEL <br /> _ 24 I ! GP <br /> il26 I GM SILTY FINE TO COARSE SANDY GRAVEL <br /> (GRAVEL TO 4" DIAMETER) <br /> f <br /> 28- <br /> 30- <br /> 32 <br /> 8 3032 <br /> CONTINUED ON NEXT PAGE <br /> 5 PLATE <br /> KLEINFELDER <br /> LOG OF BORING N . 1--OF 2 <br /> VTI <br /> . PROJECT No. 20-2949-08 <br /> i <br /> R_?= <br />