HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-11 (3) Professional Service Industries,Inc.
L./ 1 C.`s.Q Information 6032 N.Cutter Circle,Suite 480
Portland,OR 97217
`�° .To Build On Pho e:( 13)289 S12 ��
.l Phone:(503)269-1778
Engineering • Consulting • Testing Fax:(503)289-1918
Daily Field Report No:Report No: DFR:0654137-11
Issue No: t
WAL-MART STORES, INC. These test results apply only to me speak locations and materials noted am may not
Client: CC: represent any other locations or elevations.This repaid may not be reproduced,except
2001 S E 10TH ST BLAKE JOHNSON, BOB in lull without sinner permission by Professional Service Industries.Inc.If a ten
mmgtance appears on this reran.to the extent that the reined nonmmpbance
MAIL STOP 5570 GARRISON,CAITLIN impacts the protect.the resownon is outside the PSI snipe of engagement.
BENTONVILLE, AR 72716-5570 NUGENT,DALE RUSSELL,
ERIC EVENSON, KATYRYN
CASTILE,WILSON SON ROBERT
Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG _ •
SPRINGFIELD, OR HO Approved Signatory: Deborah Priest(Special Project Manager)
Dale of Issue: 6/1812013
Date: 6/11/2013 Technician: Glenn Meek
Crestview Construction placed moisture conditioned wildish '%4"-0" at the sidewalk using a JD 50 D track hoe and a
jumping jack compactor to achieve compaction. See Drawing for location (0654137-115).
Al straight line stripping averaged 18" caissons for bollards at the SE and SW corners of the bale and pallet and placed
3" of Quikrete concrete redimix in bottom of caisson. Caissons are clean and clear of debris as of this date. Re-
averaging 7 caissons at grid line G.8 at 1.8-3.2 due to errors in layout of original. Al to have filled the original holes to
within 2' of sub grade then filled to finish grade with 3/A-0. Joe Kolneck was informed of on-site conditions.
Inspected reinforcing at the interior footings at bale and pallet and curbs at grid line A at 2.6-4.8 and A.4 at 2.6 to 4.8
rebar per plans 8/S2 and 17/SP2 prior to placement of 7 cubic yards supplied by Knife River mix# 247RNE7E00.
Concrete placed with mixer truck chutes and mechanically consolidated. Tested concrete for slump, temperature, air
content and cast (1) set of(5) 4"x8" cylinders.
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Report N0.:0FR:0654137-10911 0 2000-20130ESTLab by Spectra0EST.com Page 1 of 1