Laserfiche WebLink
AMERICAN <br />ENGINEERING <br />TESTING, INC. <br />SUBSURFACE BORING LOG <br />AE JOB NO: 28-00559 LOG OF BORING NO. 1 (p. I of 1) <br />PROJECT: 2013 St. Anthony Improvements; St. Anthony, MN <br />DEPTH <br />IN <br />967.3 <br />SURFACE ELEVATION: __ <br />GEOLOGY <br />N <br />MC <br />SAMPLE <br />REC <br />FIELD &LABORATORY TESTS <br />QVC <br />D1iN <br />I,[, <br />PL <br />Vo -#201 <br />FEET <br />MATERIAL DL'SCRIP'IION <br />TYPE <br />1N. <br />7.75' Concrete pavement <br />FILL <br />SU <br />I <br />FILL, mostly sand with silt and gravel, brown <br />FILL, mixture of clayey sand and sandy lean <br />6 <br />M <br />SS <br />3 <br />15 <br />2 <br />clay, a little gravel, brown (A-6) <br />LEAN CLAY, dark brown, a little brown and <br />TILL <br />3 <br />gray, firm, laminations of silt (CL) (A-6) <br />8 <br />M <br />SS <br />2 <br />21 <br />(possible fill) <br />4 <br />LEAN CLAY, gray and brown mottled, firm to <br />soft, laminations of sandy silt (CL) (A-6) <br />5 <br />(possible fill) <br />5 <br />M <br />X <br />SS <br />1 <br />23 <br />6- <br />7- <br />8– <br />4 <br />M <br />SS <br />1 <br />22 <br />9 <br />10 <br />II <br />4 <br />M <br />SS <br />14 <br />29 <br />SILTY CLAY, brown, soft (CL -ML) (A-4) <br />12 <br />13 <br />2 <br />W <br />SS <br />14 <br />25 <br />14 <br />SANDY LEAN CLAY, a little gravel, brown <br />and gray mottled, a little light gray, firm, <br />15 <br />laminations of silt (CL) (A-6) <br />8 <br />M <br />SS <br />18 <br />18 <br />16 <br />17 <br />19 <br />CLAYEY SAND, a little gravel, brown, stiff <br />(SC) (A-6) <br />19 <br />20 <br />11 <br />M <br />SS <br />18 <br />17 <br />21 <br />-------------.._— <br />F,ND OF E30RiNG <br />DEPTH: DRILLING METHOD <br />WATER LEVEL MEASUREMENTS <br />NOTE: REFER TO <br />0-19%i 3.25" HSA <br />DATE <br />TIME <br />SAMPLED <br />DM11 CH <br />CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />DRILLING <br />FLUID LEVEL <br />WATER <br />LEVEL <br />THE ATTACHED <br />6/22/12 <br />1:00 <br />13.5 <br />12.0 <br />12.1 <br />None <br />SHEETS FOR AN <br />6/22/12 <br />1:15 <br />1915 <br />19.5 <br />19.9 <br />None <br />EXPLANATION OF <br />COMPLETED: 6/22/12 <br />TERMINOLOGY ON <br />DR: SC I,G: TA Rig: 91C <br />I <br />THIS LOG <br />03/2011 01-DHR-060 <br />