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BRAUN"' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-29 <br /> Geotechnical Evaluation LOCATION: See attach sketch <br /> 2009 Street&Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: I Chermak 119ETHOD: 3 1/4"HSA,Aulohmr DATE: 10/29/07 SCALL: 111=4- <br /> rfeth <br /> eth ASTM Description of Materials BPF WL Tests or Notes <br /> 0,0 Symbol (ASTM D2488 or D2487) <br /> 0 6 PAV 3"Bituminous over 4"Aggregate Base. <br /> FILL FILL: Poorly Graded Sand,fine-to medium-grained,trace of <br /> Gravel,brown,wet <br /> 3.0 6 <br /> CL SANDY LEAN CLAY,trace of Gravel,dark brown,wet,soft <br /> (Glacial Till) <br /> 3 <br /> 6.0 <br /> c END OF BORING <br /> a <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground <br /> [ Water not observed to cave-in depth of 4 feet immediately after <br /> s withdrawal of auger <br /> m <br /> 9 Boring then backfilled. <br /> x <br /> ar <br /> w° <br /> N <br /> 0 <br /> 4 <br /> t" <br /> Q <br /> d <br /> V1 <br /> h <br /> 0 <br /> Q <br /> u <br /> m <br /> a <br /> u <br /> m <br /> FF <br /> oh <br /> y <br /> m <br /> Q <br /> r <br /> 4 <br /> m <br /> ST-29 pa e 1 or 1 <br /> SP-07-03739 Braun 1nlcrtcc CorporationB <br />