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Moisture <br /> Dry Density ; Content Slow/ i SAmpie <br /> Ib/ft3 Ft. I No. i USCS DESCRIPTION <br /> F, a ML BROWN GREY SILT <br /> ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> F2 <br /> 1 SANDY SILT (MEDIUM STIFF) <br /> I <br /> Ir . <br /> 4 93 12 .7 6 ML GRADES WITH MORE SAND, LESS CLAY <br /> F (MEDIUM STIFF) <br /> 6 <br /> ML GRADES WITH MORE CLAY, LESS SAND <br /> 8 <br /> TAN BROW[] VERY FINE SLIGHTLY SANDY VERY <br /> F. <br /> CLAYEY SILT <br /> 1a <br /> BORING TERMINATED AT 10-FOOT DEPTH. <br /> 1 <br /> NOTES: <br /> # 12 I 1 . BORING DRILLED ON 1-30-90. <br /> _ 2 . NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> i <br /> w i 1 <br /> e I <br /> C <br /> i <br /> i I <br /> I <br /> I <br /> I <br /> I <br /> f <br /> c <br /> f <br /> I <br /> it <br /> II <br /> E I <br /> E <br /> f a <br /> t' a <br /> LOG OF BORING NO. 3 PLATE <br /> KLEINFELDER v <br /> PROJECT NO. 20-2983--01 <br /> R-2i <br />