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Moisture <br /> Dry Density Content Slow/ Sample <br /> Ib/ft' Ft. No. ; USCS DESCRIPTION <br /> 0 ML BROWN GREY SILT <br /> 6 — <br /> F ' ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> 2— <br /> SANDY SILT (MEDIUM STIFF) <br /> 4 93 12 .7 6 ML GRADES WITH MORE SAND, LESS CLAY <br /> (MEDIUM STIFF) <br /> 11{ i <br /> 6 <br /> ML GRADES WITH MORE CLAY, LESS SAND <br /> 8 <br /> } ML TAN BROWN VERY FINE SLIGHTLY SANDY VERY <br /> CLAYEY SILT <br /> 10 <br /> BORING TERMINATED AT 10—FOOT DEPTH. <br /> NOTES: <br /> F112- <br /> ` I 1. BORING DRILLED ON 1-30-90. <br /> 2 . NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> 11 j k <br /> Cd <br /> CJ <br /> j <br /> I � <br /> 1 I � <br /> i <br /> 1 j <br /> r <br /> E <br /> i <br /> a 1 <br /> ]I <br />�I <br /> PLATE <br /> LOG OF BORING NO. 3 <br /> KLEINFELDER <br /> V <br /> PROJECT NO. 20-2983-01 <br /> il. F <br /> R•2? <br />