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Moisture <br /> Dry Densitv Content Blow/ Sample <br /> Ib/ftj :o Ft. No. USCs DESCRIPTION <br /> 0- <br /> 113 16.9 7 ML BROWN GREY CLAYEY SILT <br /> 2 UL <br /> TAN SLIGHTLY CLAYEY SILT (MEDIUM STIFF) <br /> ML GRADES WITH SLIGHT VERY FINE SAND <br /> 4 86 18.2 6 ML TAN VERY FINE VERY SANDY SILT (MEDIUM <br /> i <br /> STIFF) <br /> 6 ML GRADES WITH LESS SAND AND SLIGHT CLAY <br /> 8 8 ML TAN VERY FINE SANDY SILT (MEDIUM! STIFF) <br /> V- <br /> 10- <br /> ML <br /> GRADES WITH SLIGHT CLAY _ <br /> I i <br /> 12 <br /> I <br /> 14 <br /> W. <br /> } <br /> r—. . <br /> r BORING TERMINATED AT 15—FOOT DEPTH. <br /> 16 NOTES: <br /> ❑ 1 . BORING DRILLED ON 1-30-90. <br /> I 9 2 . NO GROUNDWATER ENCOUNTERED. <br /> E I 3 . NO CAVING NOTED. <br /> 1I it <br /> r <br /> i <br /> LOG OF BORING NO. 1 PLATE <br /> KLEIN FELDER <br /> zzi <br /> PROJECT NO. 20-2983-02 <br /> i <br /> R_22 <br />