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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-31 1' R 7 y�/ Professional Service Industries,Inc. t� f�©�ln orrnat�on 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 1,s1-'` °- To Build On Phone (5036289-1778 lif Engineering •• Consulting •• Testing ` 2._-23 D Fax:(503)289-1918 Daily Field Report Report No: DFR:065sueN Issue No:: Client: WAL-MART STORES, INC. CC: 2001 S E 10TH ST BLAKE JOHNSON, BOB MAIL STOP 5570 GARRISON, CAITLIN BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, DAVID NICHOLS, ERIC EVENSON, KATYRYN Project: WM 4178-00 SPRINGFIELD OR TO JERKOVICH, ROBERT SPRINGFIELD, OR CASTILE,WILSON HU Approved Signatory: Date of Issue: Date: 5/31/2013 Technician: Dale Russell Dynasty Concrete Co.,on site working on the truck dock ramp at griddline A to A.4 from 2.6 to 4.8 including the smooth dowel placement along the existing truck dock slab on grade , 48 yards of mix ID #40NE7C00 4000 psi structural concrete placed directly from the mix trucks into the forms. Haps Masonry on site working on the 8" CMU wall at gridline G.2 @1 and at gridline G.7 @ 1, this includes wet setting the precast caps after the grout placement after the grout pour. Made of Steel is onsite placing (8) 3/4" x 9" all thread rods at gridlines A.7 to B at 2.6. Connections per detail S6.1/ 10 and 12. • ©2000-2013 QESTLab by SpecIraQEST.com Page 1 of 1