HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-10 irProfessional Service Industries,Inc.
U U! O Information 6032 N.Cutter Circle,Suite 480
J''�,J'� Portland.OR 97217
!J �° eTo Build On CGS No. 176269 S r2 9S 76
Phone:(503)289-1778 I
Engineering • Consulting • Testing Fax:(503)289-1918
Daily Field Report Report No: DFR:065 Issue N
Issue No:: 1 1
W AL-MART STORES, INC. - These test resins apply only to the specific locations and materials noted and may not
Client: CC: represent any other locations or elevadans.This tenon may not be reproduced,except
2001 S E 10TH ST BLAKE JOHNSON, BOB in twl,without written permission by Professional service Industries, inc. u a non-
compliance STOP 5570 ompiiance appears on this report,to the extent that the reposed ran-complhance
GARRISON, CAITLIN impacts the project, he resolution is outside the PSI scope of engagement.
BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL,
DAVID S, ERIC �EVENSON,ON,KA KATYRYN
Project: WM 4178-00 SPRINGFIELD OR TO JERKOVICH, ROBERT
SPRINGFIELD, OR CASTILE,WILSON HU Approved Signatory: Deborah Priest(Special Project Manager)
Dale of Issue: 6114/2013
Date: 6/10/2013 Technician: Dale Russell
Made of Steel is on site setting the 4" x8" x 3/8" bent plate w/6 headed nelson studs over the dock door opening at gridlines
2.6 from A.2 to A.3, also placed were (2)4" x 8" x 3/8" bent plate (1) per side of the above mentioned opening , using (7)
3/8" x 7" all thread rods per side, 14 total were placed, the holes were 7/8" dia, for the nelson studs and 7/16"for the 3/8"
rod. Both were drilled to a minimum measured depth of 6", bottle brushed and blown clean with the use of compressed air
prior to the placement of epoxy.
Made of Steel also placed (2) 10'-8"x 101/2" "C" channel headers over the truck dock door opening at gridlines 2.6 from
A.2 to A.3 and A.4 to A.5, (11) per side at 1'-4" o.c. with /2 at each end per detail 1 of sheet S5, using 3/4"x 9" all thread
rods, 22 total were placed. The 7/8" holes were drilled to a minimum measured depth of 6" then bottle brushed and blown
clean with the use of compressed air prior to the placement of the epoxy.
The approved epoxy used was Hilti HIT HY-70, ICC ESR 3342, Expiration date 2-14.
Crestview Construction is preparing the (3) F4, 3'-0"x 3'-0" x 1,-0"footings for the Bale and Pallet storage area on the
Northwest side of the existing building, the footing subgrade area were probed with a standard 5/8" "Geo" probe. Area was
found to be firm and unyielding with penetrations of less than 1/2" in any location observed.
Dynasty Concrete Co. is onsite setting the forms and placing the reinforcing steel for the above mentioned (3) F4 footings
for the Bale and Pallet Storage Area, The reinforcing steel placed consisted of a mate with (4)#4's each way. Concrete is
scheduled for 6-11-13.
Al Straightline is on site preparing the store front area for the placement of bollards. Al is using a Bobcat with an attached
24" auger, approxmately drilling a 4'-4" deep foundation. The prepartion of each foundation hole bottom is hand tamped
prior to the placement of approximately 3" minimum thick pad of 5000 psi, high-strength "SAKCRETE" site mixed concrete.
Bollards are to be placed and centered on per referenced details 10 and 11 of sheet SP2.
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