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I I <br /> BRAUN'" LOG OF BORING <br /> 1NTERTEC <br /> Braun Project SP-07-03738 BORING: ST-2 <br /> Geotechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street&Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: J Chermak MET11OD: 3 114"HSA,Autohmr DATE: 10/25/07 SCALE: V=4- <br /> Depth <br /> feet ASTM Description of Materials BPF WL Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> AAV 4"Bituminous over 12"Aggregate Base over Fabric. <br /> 1.3. <br /> FILL FILL: Clayey Sand,trace of Gravel,reddish-brown and brown, <br /> moist to wet <br /> 9 <br /> 3 <br /> v, 6.0 <br /> `o END OF BORING. <br /> S <br /> e Water not observed with 4 1/2 feet of hollow-stern auger in the <br /> .0 ground. <br /> ° Water not observed to cave-in depth of 4 feet immediately after <br /> ° withdrawal of auger. <br /> XBoring then backfilled. <br /> u <br /> W <br /> u <br /> N <br /> F <br /> I-' <br /> V <br /> Q <br /> u <br /> CIJ <br /> M <br /> t- <br /> V <br /> 4� <br /> v <br /> m <br /> r <br /> no <br /> y <br /> O <br /> a <br /> v_ <br /> m <br /> m <br /> SP-07-03736 Braun Inte"ec Corporation ST-2 page I of I <br /> 55 <br />