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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-30 (2) f Professional Service Industries.Inc. Information 6032 N.Cutter Circle,Suite 480 ('�^/-+l�I��7 Portland,OR 97217 12 C p N . 1 To Build On Phone:(503)E L!ngineering • Consulting • Testing Fax:(503)289-1918 5 37 Daily Field Report Report No: DFR:06 Issue N : 1 ssue No: 1 WAL-MART STORES, INC. These test results apply only to me specaic!peahens and materials noted and may not Client: CC: represent any oilier localions or elevations.This report may riot be reproduced,excel)! 2001 S E 10TH ST BLAKE JOHNSON, DALE n 1mt,without written permission by Protosslonai Service Industries, Inc. u a non- compliance STOP 5570 ommmnce appears on this report,to the extent that the craned no corimnance RUSSELL, DAVID NICHOLS, irnpans the project.me resolution is outside the PSI scope m engagements • BENTONVILLE, AR 72716-5570 ERIC EVENSON, KATYRYN JERKOVICH,ROBERT CASTILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Date of Issue: 6/3/2013 Date: 5/30/2013 Technician: Dale Russell Crestview Construction Co., on site completing finish grade base aggregate work for the truck dock ramp at grids A to A.4 from 2.6 a 4.8 this includes the sidewalk 5' West of gridline B and the sidewalk at gridline B from 4.5 to 6. Dynasty Concrete Co,. onsite performing finish work on the forms for the 6"walls at gridline G to G.5 from 1.7 to 2 and grids 3 to 3.2, this also includes the footings at grids A.7 @3 and A.7 @3.5. Dynasty placed 22 yds of Knife River Mix ID #247RNE5300. Haps Masonry on site working on the 8" CMU walls at grids G.2 @1-1.5 and at grids G.7 @1-1.5. • • ©2000-2013 OESTLeb by SpecIraQEST.com Page 1 of t