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} <br /> uo;sture <br /> Dry Density k Content Slow/ Sample DESCRIPTION <br /> lb/ft3 % Ft. No. USCs <br /> 30 CONTINUED FROM PREVIOUS PAGE <br /> GM SILTY FINE TO COARSE SANDY GRAVEL <br /> 32 (GRAVEL TO 4" DIAMETER) <br /> 34 <br /> CL TAN VERY FINE SLIGHTLY SANDY SILTY CLAY <br /> 36 <br /> F. <br /> 38 <br /> ML TAN SLIGHTLY CLAYEY VERY FINE SANDY <br /> SILT WITH SOME GRAVEL <br /> F <br /> 40 ML TAN VERY FINE TO COARSE VERY SANDY <br /> GRAVELLY SILT <br /> F <br /> 42 <br /> } <br /> 'I CL TAN GRAVELLY SILTY CLAY <br /> 44— GROUNDWATER ENCOUNTERED <br /> � I i <br /> TAN VERY FINE SANDY SILT <br /> 46 <br /> I p ! ;CL TAN VERY FINE SANDY VERY SILTY CLAY <br /> 48 <br /> I � II1',5M TAN SLIGHTLY SILTY VERY FINE TO FINE <br /> ' I SAND <br /> 50 BORING TERMINATED AT 50—FOOT DEPTH. <br /> NOTES: <br /> 1. BORING DRILLED ON 3-1-90. <br /> 2. GROUNDWATER ENCOUNTERED AT 44-1/2 <br /> { I FOOT DEPTH. <br /> 3. CAVING OF GRAVEL NOTED. <br /> It <br /> � . PLATE <br /> KLEINFELDER Loc of BORING No, 5 20F2 <br /> • <br /> vii <br /> PROJECT NO. 20-2949-08 <br /> R-22 <br /> 4 <br />