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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-44 <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: 10/30/07 SCALE: 111-41 <br /> Depth <br /> feet ASTM Description of Materials BPF IWLI Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 4 1/2"of Bituminous over 9"Aggregate Base. <br /> 1.3 <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 to gray,wet, 4 <br /> rather soft to rather stiff <br /> (Glacial Till) <br /> 4 SZ <br /> e <br /> 0 <br /> V <br /> a <br /> a 4 <br /> 0- <br /> r- <br /> 0 c0 <br /> m <br /> 7 <br /> u <br /> W <br /> u <br /> 10 <br /> y 13.5 <br /> s END OF BORING <br /> e <br /> j Water down 11 feet with 12 feet of hollow-stem auger in the <br /> 1= <br /> ground. <br /> Water observed at 5-foot depth immediately after withdrawal of <br /> auger. <br /> S Boring then backfilled <br /> h <br /> 0 <br /> c <br /> 6 <br /> A <br /> pFQ� <br /> L <br /> 0 <br /> ,rc <br /> J <br /> V <br /> d <br /> m <br /> K <br /> SR07-03738 Braun Intertec Corporation ST-" loge I of) <br /> 97 <br />