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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 l/4"IFlSA,Autohmr DATE: 10/29/07 SCALE: V a 4' <br /> Depth <br /> feet ASTM Description of Materials BPF Wt. 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 /> 5C CLAYEY SAND,trace of Gravel,light brown,moist to wet <br /> (Glacial Till) <br /> 7 <br /> y 6.0 <br /> o END OF BORING. <br /> a <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground. <br /> cWater not observed to cave-in depth of 4 feet immediately after <br /> withdrawal of auger <br /> r� <br /> X Boring then backfilled <br /> d <br /> w <br /> g <br /> N <br /> .2- <br /> 0 0 <br /> CCS.. <br /> L <br /> IE <br /> 7 <br /> V <br /> N <br /> n <br /> h <br /> n <br /> O <br /> m <br /> d <br /> W <br /> h <br /> d <br /> V! <br /> 0 <br /> O <br /> J <br /> m <br /> �6 <br /> C <br /> m <br /> SR07-63738 Braun]nlertec Corporation ST43 page I of t <br />