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I <br /> BRAUN"' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-46 <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: 3 114"HSA,Autahmr DATE: 10/29/07 SCALE: 111=41 <br /> Depth BPF Wl. MC P20 Tests or Notes <br /> feet ASTM Description of Materials <br /> 0.0 Symbol (ASTM D2488 or D2487) % % <br /> PAV 4"Bituminous over 11"Aggregate Base. <br /> 1.2 <br /> 2 0 FILL FILL: Poorly Graded Sand,fine-to medium-grained,trace of <br /> SC Gravcl,brown,moist. <br /> CLAYEY SAND,fine-to medium-grained,trace of Gravel,light 7 <br /> brown to brown,wet,medium to stiff. <br /> (Glacial Till) <br /> 10 <br /> cc0 <br /> 9 14 39 <br /> 0 <br /> 0 <br /> 0 <br /> c 10 <br /> x <br /> u <br /> W <br /> 8 IB <br /> s <br /> 13.5 <br /> o TND OF-BORING <br /> 0 <br /> € Water not observed with 12 feet of hollow-stem auger in the <br /> H ground <br /> Water not observed to cave-in depth of 7 feet immediately after <br /> e withdrawal of auger <br /> N <br /> a Boring then backfilled. <br /> rn <br /> e <br /> C <br /> h <br /> u <br /> m <br /> a <br /> u <br /> P <br /> 8 <br /> C <br /> 0 <br /> m <br /> c <br /> u <br /> N <br /> Q <br /> SP-07-03736 <br /> Braun lntertec Corporation ST46 page 1 of 1 <br />