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r <br /> Moisture : ! <br /> Dry Density Content Blow/ Sample <br /> lb/ft' o Ft. No. USCS DESCRIPTION <br /> 0 i ML GREY BROWN CLAYEY SILT <br /> CGREY BROWN VERY CLAYEY SILT <br /> ML TAN SLIGHTLY CLAYEY VERY FINE SLIGHTLY <br /> SANDY SILT <br /> 4 <br /> F♦ i ML GRADES LIGHT BROWN, MORE CLAY <br /> . I <br /> 6 ML GRADES VERY CLAYEY <br /> CL <br /> ML GRADES TAN, SLIGHTLY CLAYEY <br /> F ML GRADES WITH MORE CLAY <br /> 10 <br /> I <br /> 12 _ <br /> ! I ML TAN SLIGHTLY CLAYEY VERY FINE SANDY SILT <br /> 14 <br /> i � I <br /> r 16 <br /> c' i SM TAN SILTY SAND AND GRAVEL (GRAVEL TO 3" <br /> n <br /> � ! GM DIAMETER) <br /> 18 <br /> I i <br /> I f <br /> 20- it <br /> ML TAN SLIGHTLY CLAYEY VERY FINE SANDY SILT <br /> 22 <br /> 24 <br /> 26 <br /> ML TAN CLAYEY SILT <br /> 28 <br /> CL TAN SILTY CLAY <br /> 30 I <br /> ML TAN CLAYEY SILT <br /> 32 <br /> CONTINUED ON NEXT PAGE <br /> LOG OF BORING O. 5 PLATE KLEINKLEINFELDER .1 OF <br /> PROJECT NO. 20-2983--02 VII <br /> R•22 <br />