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' Moisture 'I <br /> Dry Density Content Blow/ Sample <br /> lb/ft3 a Ft. No. USC5 DESCRIPTION <br /> 0 CL GREY BROWN VERY SILTY CLAY <br /> I <br /> 88 25.1 3 i <br /> till BROWN VERY FINE SLIGHTLY SANDY SILT <br /> t 2 (VERY SOFT) <br />• ' ML GRADES WITH LESS SAND <br /> ¢ 87 27 .6 2 ML GRADES WITH SLIGHT VERY FINE SAND <br /> (VERY SOFT) <br /> 5 I, <br /> a <br /> SM TAN SILTY SLIGHTLY GRAVELLY VERY FINE <br /> 8 8 TO FINE SAND (LOOSE) <br /> F , <br /> : ML BROWN VERY FINE SLIGHTLY SANDY CLAYEY <br /> 10 SILT <br /> ML GRADES LIGHT BRON <br /> 12 <br /> ML GRADES WITH SLIGHT GRAVEL <br /> I � <br /> j 14 <br /> a <br /> I i BORING TERMINATED AT 15-FOOT DEPTH. <br /> L 16 NOTES: <br /> n 1. BORING DRILLED ON 3-1-90. <br />(" 2. NO GROUNDWATER ENCOUNTERED. <br /> .a ! 3. NO CAVING NOTED. <br /> LOG OF BORING NO. 2 PLATE <br /> KLEI NFEL DER <br /> Iv <br /> PROJECT NO. 20-2949-08 <br />