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<br /> I] AMERICAN <br />I 1 ENGINEERING SUB~ACEBOmNGLOG <br /> TESTING, INC. <br /> AEI' lOB NO: 93-1379 LOG OF BORING NO. 7 (D. 1 of 1) <br />I PROJECT: PROPOSED STREET IMPROVEMENTS; ARDEN H II.T ."', MINNESOTA <br /> DEPTH SURFACE ELEVATION: GEOLOGY SAMPLE REG. FIELD 8< LABORATORY TESTS <br /> IN N MC <br /> FEEr MATERIAL DESCR.IPI'lON TYPE IN. WC DEN LL PL %-200 <br />I ~ 4' Bituminous pavement - FILL <br /> 1 - r\rill, mostly sandy lean clay with a little gravel, <br /> brown and reddish brown I ~ 6 M 55 18 <br />I 2- - <br /> . <br /> 3 - Lean clay with sand with a little gravel, 7 M 55 24 <br />I reddish brown, soft to firm (CL) ~TILL <br /> 4 - ~ <br /> - - <br /> S - 11 M 55 18 <br />I <br /> 6 END OF BORING <br />I <br />I <br /> Location: Amble Drive, 11 'NE of centerline, <br /> 156'SE of Amble Circle centerline <br />I <br />I <br />I <br />I I <br /> I <br />I <br /> , <br /> , <br />I I I <br /> . i <br /> I : , <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENI'S NOTE: RH'ER TO ; <br /> DATE TIME SAMPLED CASING CAVE-IN DRlLLIN~h WATER THE ATIACHED <br /> 0-4.5' 2.25' HSA DEPIH DEPIH DEPTH FLUID LEV LEVEL <br /> 8/10/93 1:50 6.0 4.5 6.0 NONE SHEETS FORAl" <br />I 8/10/93 1:55 6.0 0 3.5 NONE EXPLANATION OF <br /> BOR!!:l.G_ 8110/93 TERMINOLOGY ON <br /> CO : <br /> CC: CB CA: SS Ria: 33 THIS LOG <br />I <br /> 4/90 <br />