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BRAUN' LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 i BOILING: 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 1/4"HSA,AutohmrDATE: 10/29/07 SCALE: 1'1=4' <br /> Depth <br /> feet ASTM Description of Materials BPF JWL MC P200 Tests or Notes <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 Gravel,brown,moist. <br /> CLAYEY SAND,fine-to medium-grained,trace of Gravel,light 7 <br /> brown to brown,wet,medium to still'. <br /> (Glacial Till) <br /> 10 <br /> N <br /> C <br /> 2 <br /> ea <br /> 9 14 39 <br /> 0 <br /> c <br /> 0 <br /> i; <br /> 10 <br /> x <br /> u <br /> .° <br /> a 13.5 I8 <br /> END OF BORING <br /> 0 <br /> c <br /> € Water not observed with 12 feet of hollow-stem auger in the <br /> t� ground <br /> Water not observed to cave-in depth of 7 feet immediately after <br /> 0 withdrawal of auger <br /> o Boring then backfilled <br /> r� <br /> e <br /> is <br /> m <br /> a <br /> t; <br /> 0 <br /> 0 <br /> m <br /> 0 <br /> m <br /> w� <br /> m <br /> LSP-07-0m, Braun Intertec Corporation ST46 page I of 1 <br /> 99 <br />