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BRAUN'" LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-9 <br /> Geotechnical Evaluation LOCATION: Sec attach sketch <br /> 2009 Street&Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J.Cherrnak METHOD: 3 1/4"HSA,Autohmr DATE: 10/27/Q7 SCALE: l"=4' <br /> Depth <br /> feet ASTM Description of Materials BAF IWL Tests or Notes <br /> 0.0 Symbol I (ASTM D2488 or D2487) <br /> 0.7 PAV 4 1/2"Bituminous over 4"Aggregate Base. <br /> FILL, FILL: Organic Silt,gray and dark gray,wet. <br /> 3.0 S <br /> CL SANDY LEAN CLAY,trace of Gravel,gray and brown,wet, <br /> rather soft. <br /> (Glacial Till) <br /> 4 <br /> 6.0 <br /> END OF BORING. <br /> e <br /> 'g Dater not observcd with a 1/2 feet of hollow-stem auger in the <br /> a ground <br /> Water not observed to cave-in depth of 4 feet immediately after <br /> withdrawal of auger. <br /> Boring then backfilled_ <br /> u <br /> w <br /> V <br /> N <br /> 0 <br /> 0 <br /> C: <br /> Q <br /> V <br /> N <br /> M <br /> h <br /> FE <br /> O <br /> r <br /> V <br /> �S <br /> m <br /> w <br /> v <br /> a <br /> N <br /> 0 <br /> m <br /> V <br /> at <br /> K <br /> ,a <br /> SP-07-03738 Braun Intertec Corporation ST-9 page 1 of 1 <br /> 62 <br />