Laserfiche WebLink
AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AET JOB NO: 28-00559 LOG OF BORING NO. 4 (p. I of I) <br />PROJECT: 2013 St. Anthony Improvements; St. Anthony, MN <br />DEPTH <br />SURFACE ELEVATION: 971.4 <br />GEOLOGY <br />SAMPLE <br />REC <br />FIELD& LABORATORY TESTS <br />WC <br />DEN <br />LL <br />PL <br />0420 <br />FEET <br />MATERIAL DESCRIPTION <br />N <br />MC. <br />TYPE <br />IN. <br />6.5" Concrete pavement <br />FILL <br />SU <br />FILL, mostly silty sand, a little gravel and clayey <br />FILL, <br />i <br />11 <br />brown (A-2.4) <br />18 <br />M <br />SS <br />5 <br />FILL, mostly clayey sand, a little gravel, brown <br />2 <br />(A-6) <br />FILL, mixture of lean clay and silty sand, a little <br />19 <br />M <br />SS <br />15 <br />11 <br />3 <br />gravel, pieces of bituminous, gray and dark <br />brown (A-6 and A-2-4) <br />4 <br />LEAN CLAY, slightly organic, dark gray, firm <br />'PILL <br />(CL)(A-6) <br />5 <br />5 <br />M <br />SS <br />15 <br />26 <br />6 <br />LEAN CLAY, gray, a little brown, firm (CL) <br />7 <br />(A-6) <br />8 <br />6 <br />M <br />SS <br />16 <br />29 <br />9 <br />- —.._ _...._- <br />SILTY CLAY, gray, stiff (CI. ML) (A-4) <br />10 - <br />Il - <br />9 <br />M <br />SS <br />17 <br />24 <br />SANDY LEAN CLAY, a little gravel, gray, a <br />12 <br />little brown, very stiff, laminations of silty san <br />dand sandy silt (CL) (A-6) <br />23 <br />M <br />SS <br />6 <br />15 <br />13 <br />14 <br />SANDY LEAN CLAY, a little gravel, brown to <br />gray, stiff to very stiff (CL) (A-6) <br />15 <br />10 <br />M <br />X <br />SS <br />18 <br />17 <br />16- <br />17 <br />18 <br />19- <br />20 <br />19 <br />M <br />SS <br />18 <br />14 <br />21 <br />ENA OF BORING <br />DEPTH: DRILLING METHOD <br />WATER LEVEL MEASUREMENTS <br />NOTE: REFF.Ii'f0 <br />" <br />0-19/z 3.25 }ISA <br />DA'I'1; <br />'GIME <br />SAMPLED <br />DEPTH <br />CAVE-IN <br />FLUID LEVEL <br />LEVEL <br />TIIEXtTACHED <br />6/25/12 <br />8:55 <br />21.0 <br />19.5 <br />20.0 <br />None <br />SHEETS FOR AN <br />EXPLANA'T'ION OF <br />COMPT,1 rED: 6/25/12 <br />TERMINOLOGYON <br />DR: SG LG: SB Rig: 91C <br />THIS LOG <br />03/2011 01-DHR-060 <br />59 <br />