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J, <br /> !! <br /> Moisture <br /> Dry Density Content Blow/ SampleTMLGRE <br /> DESCRIPTION <br /> Ihlfts ,o Ft. No. <br /> WN SLIGHTLY CLAYEY SILT <br /> 101 17 .8 7 <br /> HTLY CLAYEY VERY FINE SLIGHTLY <br /> 2 LT (MEDIUM STIFF) <br /> WITH MORE VERY FINE SAND <br /> 4 . 108 16.0 9 ML GRADES WITH MORE CLAY AND SAND <br /> i <br /> ! SM TAN VERY SILTY VERY CLAYEY VERY FINE TO - <br /> 6 <br /> O61Sc FINE SAND <br /> CL TAN BROWN VERY SILTY CLAY <br /> li <br /> CL GRADES WITH VERY FINE SAND <br /> 10 !i BORING TERMINATED AT 10-'FOOT DEPTH. <br /> ! i ! <br /> NOTES: <br /> ! I 1 . BORING DRILLED ON 1-30-90 . <br /> lZli E ! 2. NO GROUNDWATER ENCOUNTERED. <br /> 3 . NO CAVING NOTED. <br /> u i I <br /> w- <br /> 9 i f <br /> C % ! j <br /> I i I <br /> i ii k i I <br /> 1 <br /> U I <br /> I <br /> N- <br /> r <br /> i <br /> LOG OF BORING NO. 6 PLATE <br /> KLEI NFELDER VIII <br /> E <br /> PROJECT NO. 20-2983-02 <br /> r <br />