Laserfiche WebLink
BRAUN'" LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-28 <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: 10/29/07 SCALE: V=4' <br /> Depth <br /> feet ASTM Description of Materials BPFWL Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D24M II <br /> PAV 6"Bituminous over 10"Aggregate Base, <br /> 1.3 <br /> FILL FILL: Sandy Lean Clay,trace of Gravel,gray,moist to wet <br /> 3.5 11 <br /> SC CLAYEY SAND,trace of Gravel,brown;wet,rather soft <br /> (Glacial Till) <br /> 6.0 5 <br /> o END OF BORING <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> 4 ground <br /> ° Water not observed to cave-in depth of 4 feet immediately after <br /> ° withdrawal of auger. <br /> Boring then backfilled <br /> if <br /> u <br /> s <br /> N <br /> ° <br /> EE <br /> 1. <br /> rr <br /> N <br /> �u <br /> U <br /> — <br /> v <br /> Y <br /> Bti <br /> e <br /> N <br /> al <br /> (Q0 <br /> ..J <br /> eV.. <br /> m <br /> m <br /> SR07-03738 Braun Intertec corporaBon ST-28 page I of 1 <br /> 81 <br />