Laserfiche WebLink
BRAUN'" LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-48 <br /> Geotechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street&Utility Improvement Project <br /> City or Centerville <br /> Centerville,Minnesota <br /> DRILLER: I Chermak METHOD: 3 1/4"HSA,Aulohmr DATE: 10/30/07 SCALE: 1"=4' <br /> Depth <br /> feet ASTM Description of Materials BPF WL Tests or Notes <br /> 0.0 Symbol I (ASTM D2488 or D2487) <br /> 0.8 PAV 4"Bituminous over 4"Aggregate Base, <br /> FILL FILL: Poorly Graded Sand with Silt,fine-to medium-grained, <br /> 2.0 trace of Gravel,brown,moist. <br /> FILL FILL: Sandy Lean Clay,dark brown,wet <br /> 8 <br /> 4.0 <br /> CL- SANDY LEAN CLAY,trace of Gravel,light brown,wet,rather <br /> GA soft, <br /> (Glacial Till) 4 <br /> o END OF BORING- <br /> e <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> A ground <br /> Cd <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> withdrawal of auger <br /> C <br /> Boring then backfilled. <br /> v <br /> W <br /> v <br /> s <br /> N <br /> Q <br /> _EG <br /> L1... <br /> r <br /> F <br /> N <br /> A <br /> d <br /> b <br /> .i1 <br /> r <br /> Q <br /> u <br /> d <br /> u <br /> m <br /> S <br /> m <br /> 0 <br /> u <br /> 9 <br /> V <br /> m <br /> m <br /> SP-07-03738 Braun Intertec Corporation ST48 page 1 of 1 <br />