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LOG OF BORING <br /> INTERTEC <br /> Braun Project SP-07-03738 BORING: ST-50 <br /> Geotechnical Evaluation LOCATION: See attach sketch. <br /> 2009 Street &Utility Improvement Project <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRILLER: l Chcrrnak METHOD: 3 1/4"13SA,Autoltrrrr DATE: 10/30/07 <br /> Depth Description of Materials <br /> BPF WL. Tests or Notes <br /> feet ASTM P <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 4 1/2"Bituminous over 9"Aggregate Base, <br /> 1.2 <br /> FILL FILL: Poorly Graded Sand,fine-to medium-grained,trace of <br /> Gravel,brown,moist, <br /> 3.Q 6 <br /> CL. SANDY LEAN CLAY,trace of Gravel,light brown to light gray, <br /> wet,rather soft to rather stiff. <br /> (Glacial Till) <br /> 9 <br /> i? <br /> 0 <br /> iv <br /> 4 <br /> m <br /> C <br /> 0 <br /> 6 <br /> u <br /> 6 <br /> ` 13.5 <br /> o END OF BORING <br /> 0 <br /> € Water not observed with 12 feet of hollow-stem auger in the <br /> ground. <br /> Water not observed to cave-in depth of 10 feet immediately after <br /> withdrawal of auger <br /> A Boring then backfilled. <br /> ts <br /> M <br /> h <br /> Er <br /> C <br /> Q <br /> u <br /> m <br /> a <br /> l7 <br /> ro <br /> ti <br /> 0 <br /> N <br /> Z] <br /> m <br /> (1 <br /> V <br /> m <br /> 5P-07-03738 <br /> Braun Intertec Corporation ST-50 page 1 of 1 <br />