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I <br /> 44•' <br /> F IESrDATA BORING B-1 <br /> 4 yy <br /> yLtJ �t 4 <br /> Y� �•, g44 4 DFSOUPIION <br /> t, Group <br /> J LUG p0 EL.: �48 V! Symbol <br /> Asphalt Concrete 0 <br /> GM Gray silly crushed rock(medium dense,moist) <br /> F 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 /> 11 � - <br /> 5 <br /> • E <br /> ML Gray to brownish-gray silt with organic matter and a trace of <br /> MD 63 60 2 peat and occasional lenses of fine sand(soft,moist to wet) <br /> 10 10 E <br /> t 2 , I <br /> 15 1S <br /> ML Gray silt with a trace of wood and sand(soft,wet) <br /> LL <br /> to 3 <br /> SM Gray silty line sand(loose,wet) <br /> c 20 2U <br /> 5P Gray medium sand with coarse sand(dense,wet) <br /> 3 <br /> < 5 Blow count not representative due to heaving <br /> CD <br /> 37 <br /> 30 <br /> ,tt <br /> fir• <:1�1� .�,t. <br /> `tVil. 1t4 rq <br /> Yt ? j .26 ] <br /> z 1rtFSiS <br /> e <br /> 35 <br /> ML Gray to light brawn fine sandy silt and silt(very stiff,moist to <br /> ofe'S 'rf- we[) <br /> .tti�` r +. <br /> SP Gray fine to medium sand with a trace of aiH and occasional silt <br /> '�s` ( q <br /> ,'. 'f1`iJ Inclusions dense,wet) O <br /> Y I l'y'$ <br /> iiin• Kplanationof symbols <br /> q. <br /> 'fit-< <br /> '` tfr Log of Baring <br /> < � ors <br /> Figure A--3 <br /> i <br />