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Miscellaneous Field Test & Inspection Report 2013-6-7
OOQ Professional Service Industries.Inc. rr (� Information 6032 N.Cutter Circle.17 Suite 480 Portland..Cutter 97217 / 1.7L.f/ 9 ° To Build On Phone:(503)289-1778 S ( '� Engineering • Consulting • Testing Fax:(503)289-1918 �� �� Special Inspection Daily Field Report Report No: SIDF:06IssueN : 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to me specific locations and matenals noted and may not tenement any other locations or elevations.This reppn may not be rep.odoced,a ceps 2001 S E 10TH ST BLAKE JOHNSON,DAVID in lull,'"thou'written permission by Professional Service Industries.Inc.If a non- compliance appears on this repo.to the extent that the reloaded m compliance MAIL STOP 5570 NICHOLS,ERIC EVENSON, impacts the project,the resolution is outside the PSI Swpeof engagement. BENTONVILLE, AR 72716-5570 KATYRYN J C ROB ERT CASTILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue. 6/11/2013 General Details Date: 6/7/2013 General Contractor: S.D.Deacon Permits: 811-SPR2012-02370 Weather: Clear Type of Inspection Performed El Reinforced Concrete ❑Structural Masonry ❑High Strength Bolting ❑Fireproofing El Reinforcing Steel ❑Soils ❑Welding ❑Other II New Inspection 0 Re-Inspection Standby Time: Field Observations & Comments Special Inspection El Continuous El Periodic Location(s)/Item(s): Organic Waste Footing at grids A.7- B/6-6.4 Verts: #5's at 32" o.c.w/ACI standard hooks. Top Matt: #4 © 16" o.c. EW. 4'-0", #4's w/ACI standard hooks ©16" o.c. EW. Reference Details/Drawings: S1, S2/4 and 7 Remarks: Dynasty Concrete Co., on site to place 16 yds of Knife River mix ID #081-7RNE7E00, 4000 psi structural concrete into the forms for the Organic Waste Footing /S.O.G. Sampled mid load of 1st truck and performed testing for slump, air entrainment, temperature, unit weight and yield. Cast (1) set of(5) 4 x 8 cylinders for compressive strength verification testing at 7 and 28 days, see daily field report for specific test results. To the best of PSI's knowledge, the work inspected to the approved construction documents are: Conforming ❑Non-Conforming Inspector: Dale Russell Inspector Cert No.: ICC # 8005920 Jobsite Representative: Bob Garrison 02000-2013 QESTLab by SpecbaDEST.com Page I of 1