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Moisture <br /> Dry Density ; Content Blow/ Sample DESCRIPTION <br /> Ib/ft' :o ft. Na. USCS <br /> F0 ; ML BROWN GREY SLIGHTLY CLAYEY VERY FINE <br /> SLIGH'T'LY SANDY SILT <br /> i ML TAN VERY FINE VERY SANDY SILT <br /> 2 SM TAN SILTY VERY FINE SAND <br /> a 81 7 .8 5 <br /> ML LIGHT TAN SILT (MEDIUM STIFF) <br /> ML GRADES WITH VERY FINE SAND <br /> k <br /> GRADES VERY SANDY, WITH SLIGHT CLAY <br /> 6— 1 <br /> , ML GRADES WITH LESS SAND (MEDIUM STIFF) <br /> F <br /> _ 8 <br /> ML GRADES WITH MORE CLAY <br /> 10 89 11 .5 10 - <br /> FL <br /> TAN SLIGHTLY CLAYEY SLIGHTLY VERY FINE <br /> FSANDY SILT <br /> 12 ! ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> I —— SANDY SILT <br /> ML GRADES WITH MORE SAND <br /> u 14 l <br /> u <br /> "- BORING TERMINATED AT 15–FOOT DEPTH- <br /> i <br /> _ NOTES: <br /> u r 16 <br /> t 1 . BORING DRILLED ON 1-30-90. <br /> r ! 2 . NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> I i i <br /> i <br /> I <br /> Ii <br /> I I <br /> i <br /> I <br /> I <br /> I !* I <br /> i' <br /> 1 <br /> r <br /> k <br /> LOG OF BORING NO. 4 <br /> PLATE <br /> KLEI NFELDER V1 <br /> :T <br /> PROJECT NO. 20-2983-02 <br /> R-22 <br />