CC PACKET 08142012 - Laserfiche WebLink

Home Browse Search

a AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. AFT JOE NO: 28-00559 LOG OF BORING NO. 3 (p. I of 1) PROJECT: 2013 St. Anthony Improvements; St. Anthony, MN DEQ H FEET SURFACE ELEVATION: 968.6 MATERIAL DESCRIPTION GEOLOGY N MC SAMPLE TYPE REC IN, FIELD & LABORATORY TESTS WC Dl --,N LL PL m820 T Concrete pavement PILL SU 1 FILL, mostly sand with silt, a little gravel and clayey sand, brown (A-3) 6 M SS 12 18 FILL, mostly sandy lean clay, a little gravel, brown (A-6) if 2 _ PILL, mostly silty sand with gravel, a little clayey sand, brown (A - 1-b) 3 10 M SS 4 14 FILL, mixture of sandy lean clay and claye](IA-6) sand, a little gravel, brown and light brownTILL 4 5 6 Is M SS 15 17 SANDY LEAN CLAY, a little gravel, brow little light brown and gray, stiff, lamination sandy silt and sand (CL) (A-6) 7 SANDY LEAN CLAY, a little gravel, brow little gray, very stiff (CL) (A-6) 8 22 M SS l8 16 to Il - 25 M X SS 18 15 SANDY LEAN CLAY, a little gravel, gray brown, a little brown and dark brown, very laminations of sandy silt and silt (CL) (A-6 12 . -I CLAYEY SAND, a little gravel, gray, very stiff (SC)(A-6) - 13 18 M SS 18 14 14 15 22 M SS 15 15 16 17 18 SANDY LEAN CLAY, a little gravel, dark 19 brown, very stiff (CL) (A-6) 20- 28 M SS 18 16 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMFNTS NOTE: REFER "f0 0-191/2' 3.25" HSA DATE TIME SAMPLED DEPTH CASING DEPTH CAVE-IN I DEPTH DRILLING FLUIDLEVEL WATER LEVEL THE ATTACHED 6/22/12 10:40 19.5 19.5 20.4 None St LEETS FOR AN EXPLANATION OF BORING COMPLETED: 6/22/12 _ TERMINOLOGY ON DR: SG LG: TA Rig: 91C _ THIS LOG 03/2011 01-DHR-060