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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-23 (4) C Professional Service Industries,Inc. Q . Information 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 �© To Build On Phone:(503)289-1778 £(z.-2 7 0 /ngineedng . Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:06IssueN : 1 Issue No: 1 WAL-MART STORES, INC. These test results apply only to me specific locations and materials noted and may not Client: CC: represent any other locations or elo.auons.This,aeon may not be reproduced,except 2001 S E 10TH ST BLAKE JOHNSON, DALE in lull,without written permission by Professional Service Industries, Inc. It a MAIL STOP 5570 non- compliance appears on this repo to the extent that the repos m ed compliareport ce RUSSELL, DAVID NICHOLS, impacts the project,the resolution isoutsidethe PSI scope of enpagemee. BENTONVILLE,AR 72716-5570 ERIC EVENSON, KATYRYN JERKOVICH, ROBERT CA STILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue: 5/28/2013 Date: 5/23/2013 Technician: Dale Russell Dynasty Concrete Co., on site working on the reconstruction of the 4" freezer slab, this addition includes the new 6"curb, please reference RFI #41 dated 5/21/13 for the#4 hooked dowels @ 12" o.c. with a minimum embedment depth of 4". Please Note: RFI #35, dated 5/16/13. Referencing Spec Section 5090/2.4/ B. This addresses the approved change from Hilti HIT HY-150 MAX-SD which is obsolete to Hilti HY-150 MAX. Made of Steel on site setting the (4) HSS 4"x 4" x 3/16" columns w/attached 10"x 10" x 3/4" base plates for the shopping cart storage area just East of gridline G. Dynasty Concrete Co., is on site for the placement of 4.0 yds of Knife River Mix ID# 7RNE5300 into the forms for the new 4" freezer slab addition and the 6" curbs, all concrete was conveyed from the mix truck into wheel barrows and then into the forms. Sampled mid load of truck and performed testing for slump, air entrainment, temperature, and unit weight. Cast (1) set of (5) 4 x 8 cylinders for compressive strength verification testing at 7 and 28 days, all concrete placed was consolidated using HF vibrators, all concrete placed was hand finished, see daily field report for specific test results. • 02000-2013 DESTLab by SpectraoEST.com Page 1 of 1