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TEST DATA <br /> BORING B-1 <br /> a <br /> 01 7 C <br /> ~ w+•r tAy. 3 C [L DESCRIPTION <br /> ZV d a .4 b q Symbol <br /> _ fl CI O v t1]tJ (n •5 <br /> Asphalt Concrete 0 t <br /> GM Gray silty crushed rock(medium dense,moist) <br /> SP- Dark brown fine to medium sand with silt and a trace of coarse <br /> SM -sand,gravel and slag(loose to medium dense,moist)(fill) <br /> lI � <br /> 5 ' <br /> 5 <br /> MD 63 60 2 ML Gray to brownish-gray silt with organic matter and a trace of <br /> peat and occasional lenses of fine sand(soft,moist to wet) <br /> 10 <br /> 10 <br /> is <br /> 2 <br /> 15 <br /> w 15 <br /> tit• ML Gray silt with a trace of wood and sand(soft,wet) <br /> z <br /> r••r <br /> F 3 <br /> w CI 20 SM Gray silty fine sand(loose,wet} <br /> 2fl <br /> SP Gray medium sand with coarse sand(dense,wet) <br /> 5 Blow count not representative duo to heaving <br /> ~ 25 25 <br /> in <br /> M <br /> v 37 <br /> E <br /> J 30 30 r <br /> z <br /> 26 ' <br /> 35 <br /> ML Gray to light brown fine sandy silt and silt(very stiff,moist to 35 <br /> wet) <br /> m <br /> to <br /> t <br /> m 41 <br /> s SP Gray fine to medium sand with a trace of silt and occasional silt <br /> 40 J inclusions(dense,wet) <br /> N 40 <br /> m Note:See Figure A-2 for explanation of symbols <br /> gm� Ug of Boring <br /> Geo mW En ineers <br /> `�� g Figure A-3 1 <br />