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AU LOG 4F BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-45 <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"MSA,Autohmr DATE: 10/29/07 SCALL-: 111=41 <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 /> FILLN FILL: Poorly Graded Sand,fine-to medium-grained,trace of <br /> Gravel,brown,moist <br /> 2.5 <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 /> c END OF BORING <br /> id <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 /> withdrawal of auger. <br /> a <br /> c <br /> Boring then backfilled <br /> u <br /> z <br /> v. <br /> a <br /> o— <br /> c <br /> I-� <br /> a <br /> 'F <br /> v <br /> d <br /> h <br /> r <br /> C <br /> u <br /> m <br /> P <br /> 0 <br /> 0 <br /> N <br /> Q <br /> Q7 <br /> J <br /> U <br /> a <br /> m <br /> Sh-07-03738 Braun Intertcc Corporation <br /> ST-45 page 1 of I <br />