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BRAUN'" LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-43 <br /> Geotechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street & Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J Chermak METHOD: 3 1/4"HSA,Autohmr DATE: 10/29/07 SCALE: <br /> Depth <br /> feet ASTM Description of Materials BPF WL. Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 5"Bituminous over 12"Aggregate Base. <br /> 1.4 <br /> FILL FILL: Poorly Graded Sand,fine-to medium-grained,with Clayey <br /> Sand mix,trace of Gravel,brown,wet,medium dense. <br /> 12 <br /> 4.0 <br /> SC CLAYEY SAND,trace of Gravel,light brown,moist to wet <br /> (Glacial Till) <br /> 6.0 <br /> z END OF BORING. <br /> a <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground. <br /> c2 Water not observed to cave-in depth of 4 feel immediately after <br /> withdrawal of auger <br /> X Boring then backfilled <br /> 0 <br /> _c <br /> u <br /> A <br /> v <br /> to <br /> C <br /> v <br /> m <br /> i< <br /> t� <br /> M <br /> S <br /> H <br /> 0 <br /> m <br /> O <br /> LB <br /> Braun lntenm corporation Fr-43 page 1 of 1 <br /> 96 <br />