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Moisture <br /> Dry Density Content Blow/ Sample DESCRIPTION <br /> Ib/fts o Ft No. I USCS 0--ML GREY BROWN SLIGHTLY CLAYEY SILT <br /> 101 17 .8 7 <br /> ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> 2 <br /> U <br /> — SANDY SILT (MEDIUM STIFF) <br /> ML GRADES WITH MORE VERY FINE SAND <br /> 108 16.0 9 ML GRADES WITH MORE CLAY AND SAND <br />�j <br /> i SM TAN VERY SILTY VERY CLAYEY VERY FINE TO <br /> 6 SC FINE SAND <br /> CL TAN BROWN VERY SILTY CLAY <br /> CL GRADES WITH VERY FINE SAND <br /> I <br /> 10 ! BORING TERMINATED AT 10–FOOT DEPTH. <br /> NOTES : <br /> 1 , BORING DRILLED ON 1-3C-90 . <br /> 12 i ! 2 , NO GROUNDWATER ENCOUNTERED. <br /> i <br /> ! ! 3 . NO CAVING NOTED. <br /> i I <br /> i <br /> V I 1 I <br /> � I I <br /> � k <br /> Gci <br /> it <br /> I <br /> IT <br /> I <br /> PLATE <br /> ` LOG OF BORING NO. 6 <br /> I-F KLEI N FELDER VIII <br /> f PROJECT NO. 20-•-2983-02 <br /> R_2, <br /> Jk• <br />