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B RAU Nw LOG OF BORING <br /> INTERTR <br /> Braun Project SP-07-03738 BORING: ST-18 <br /> Geotechnical Evaluation <br /> 2009 Street& Utility Improvement Project LOCATION: See attach sketch <br /> City of Centerville <br /> Centerville,Minnesota <br /> DRIL-LER: 1 Chermak METHOD: 3 1/4"HSA,Aulolhmr DATE: 1027/07 SCALE: l"=4' <br /> Depth <br /> feet ASTM Description of Materials BPF WL- Tests or Notes <br /> 0.0 Symbol (ASTM D2488 or D2487) <br /> PAV 5"Bituminous over 12"Aggregate Bpse over 7"Sand. <br /> 2.0 <br /> CL. SANDY LEAN CLAY,trace of Gravel,gray and dark brown,wet, <br /> soft to rather soft_ 4 <br /> (Glacial Till) <br /> 6.0 2 <br /> END OF BORING. <br /> n <br /> Water not observed with 4 1/2 feet of hollow-stem auger in the <br /> ground. <br /> c2 Water not observed to cave-in depth of 4 feet immediately after <br /> withdrawal of auger <br /> Boring then backfilled. <br /> u <br /> W <br /> �i <br /> h <br /> O <br /> O <br /> p_Gp <br /> .0 <br /> tr <br /> Q <br /> O <br /> y <br /> R <br /> h <br /> n <br /> O <br /> f' <br /> V <br /> t� <br /> am <br /> V <br /> A <br /> 6 <br /> N <br /> 0 <br /> O <br /> V <br /> u <br /> m <br /> S <br /> m <br /> SP-07-03738 Braun Intense CoMomlion ST-18 page 1 of 1 <br /> 71 <br />