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moisture <br /> Dry Density Content Blow/ Sample 1 DESCRIPTION <br /> lb/ft' a Ft. No. i USCS <br /> 0 S6 13 .7 j 7 ML GREY BROWvN SLIGHTLX CLAYEY VERY FINE <br /> SLIGHTLY SANDY SILT (MEDIUM STIFF) <br /> ! ! ML GRADES TAN <br /> 2 _ <br /> 87 14.0 5 ML GRADES WITH MORE VERY FINE SAND (SOFT) <br /> 4 <br /> i ML GRADES VERY SANDY <br /> 6— 10 ML GRADES LESS SANDY <br /> ML I GRADES WITH MORE CLAY <br /> i ML GRADES VERY CLAYEY WITH MINOR SKALL <br /> CL GRAVEL <br /> 10 <br /> BORING TERMINATED AT 10—F00^1 DEPTH. <br /> I NOTES : <br /> } 12 1. BORING DRILLED ON 1-30-90 . <br /> 2 . NO GROUNDWA'T'ER ENCOUNTERED. <br /> 3 . <br /> NO CAVING NOTED. <br /> c I'I II <br /> tE { <br /> G i i <br /> �I <br /> l <br /> I <br /> t <br /> # 1 <br /> FPLATE <br /> f LOG OF BORING NO. 2 <br /> KLEINFELDER IV <br /> PROJECT NO. 20-2983-02 <br /> R-2? <br />