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BRAUN' LOG OF BORING <br /> 1 NTE BTEC <br /> Braun Project SP-07-03738 BORING: ST-45 <br /> Geotecbnieal]'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"MSA,Autohmr DATE: 10/29/07 SCALE: 1"=4r <br /> Depth <br /> feet ASTM Description of Materials BPF WL• Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> 1.0 PAV 4 1/2"of Bituminous over 8"Aggregate Base <br /> FILL FILL: Poorly Graded Sand,fine-to medium-grained;trace of <br /> 2.5 Gravel,brown,moist, <br /> CL SANDY LEAN CLAY,trace of Gravel,light brown,wet,rather 4 <br /> soft to medium. <br /> (Glacial Till) <br /> 6 <br /> y <br /> 6.0 <br /> o END OF BORING <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> a ground. <br /> w <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> withdrawal of auger. <br /> G <br /> Boring then backfilled <br /> uJ <br /> w <br /> v <br /> s <br /> 0 <br /> o- <br /> c <br /> F <br /> V <br /> d <br /> 4; <br /> n <br /> a <br /> m <br /> W <br /> F <br /> oO <br /> 6 <br /> N <br /> u <br /> 4 <br /> Zm <br /> 7` <br /> K <br /> ra <br /> SP-07 03738 Braun intent Corporation ST45 page i or i <br /> 98 <br />