Laserfiche WebLink
BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-1 <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 l/4"HSA,Au1ohmr DATE: 10/30/07 SCALE: 1"—4' <br /> Depth <br /> feet ASTM Description of Materials BAF WL MC P200 Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) % % <br /> PAV 5"Bituminous over 9"Aggregate Base. <br /> 1.2 <br /> FILL FILL.: Silty Sand,fine-to medium-grained,trace of Gravel,brown, <br /> moist <br /> 3.0 12 <br /> FILL. FILL: Clayey Sand,trace of Gravel,gray,.wet <br /> 3 16 43 <br /> 6.0 <br /> o SC CLAYEY SAND,trace of Gravel,light brown to brown,wet,rather <br /> b soft to rather stiff <br /> (Glacial Till) <br /> 0 <br /> C <br /> O <br /> 9 8 14 41 <br /> x <br /> V <br /> w° <br /> 12 <br /> 13.$ <br /> 0 <br /> END OF BORING. <br /> Water not observed with 12 feet of hollow-stem auger in the <br /> ground <br /> Water not observed to cave-in depth of 9 feet immediately after <br /> withdrawal of auger. <br /> Boring then backfilled <br /> to <br /> h <br /> ri <br /> e <br /> S <br /> F <br /> P. <br /> u <br /> 4g <br /> O <br /> m <br /> 0 <br /> m <br /> m <br /> ST-1 page 1 of 1 <br /> SP-01-03738 Braun lntenec Corporation <br />