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BRAUN' LOG OF BORING <br /> I NTE BTEC <br /> Braun Project SP-07-03738 BORNG: ST-37 <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,Autolnnr DATE: 10/30/07 SCALL: I'-=41 <br /> Depth <br /> feet ASTM Description of Materials BPF WL MC P200 Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) % 0/0 <br /> PAV 4 1/2"Bituminous over 10"Aggregate Base. <br /> 1.2 <br /> FILL FILL: Clayey Sand,dark gray,moist. <br /> 7 15 43 <br /> 4.0 <br /> CL SANDY LEAN CLAY,trace of Gravel,light brown,wet,rather <br /> 6.0 soft. <br /> (Glacial Till) 5 <br /> y <br /> o END OF BORING.. <br /> e Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> .0 ground. <br /> c Water not observed to cave-in depth of 4 feet immediately after <br /> s withdrawal of auger- <br /> Boring then backfilled <br /> u <br /> u <br /> z <br /> N <br /> 0 <br /> K <br /> D <br /> V <br /> N <br /> e <br /> M1 <br /> Q <br /> F <br /> m <br /> d <br /> u <br /> s <br /> yN�y <br /> P4 <br /> O <br /> O <br /> U <br /> �z <br /> 7t <br /> K <br /> SP-07.03738 Braun Intertec Corporotion 5T-37 page]of <br /> 90 <br />