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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (5) �—�%^.� `�` O Professional Service Industries,Inc. Ur S Q Info/ I I at ion 6032 N.Cutter Circle.Suite 480 r-� Portland,OR 97217 /�'(" 91 E CCB No. 176269 C L2`2 ; 7 O (((...111 1.,1r .To Build On Phone:(503)289-1778 J Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:06Is41 No: 1 Report Issue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.Thin report may not be reproduced.except 2001 S E 10TH ST BLAKE JOHNSON,DALE in lull.whom tonnes permission by Professional Service Industries.Inc. It a non MAIL STOP 5570 (Dmpliance appears on dos report.10 the extent that the reported m mmyliance RUSSELL,DAVID NICHOLS, impacts the oroicanhe rescues is oulsae the PSI scope of ergagementpr 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: 5/28/2013 Date: 5/22/2013 Technician: Dale Russell On site to observe the placement of 6.5 yds of Knife River mix design #081-7RNE7E00 , 4000 psi structural concrete being placed directly from the mix truck into the forms for the (2)spread footings just East of gridline G from grids 1 to 1.6. Received sample from mid load of truck and performed testing for slump, air entrainment, temperature, unit weight, and cast (1) set of(5)4x8 cylinders for compressive strength verification testing at 7 and 28 days, all concrete placed was consolidated using hand held vibrators and all concrete placed was had finished, see daily field report for specific test results. A Cut Above concrete cutting company is on site saw cutting the freezer slab for demo and removal by Empire Concrete Co. Dynasty Concrete Co., onsite preparing the form work and placing the L3x3x1/4"w/ 1/2"DIA x 0'-4" HSA at 18" o.c. around the perimeter of the (2) truck leveler docks at gridline 2.6 from A.2 to A.4, contractor to stitch weld dock leveler frame angles per manufactures requirements at a later date. • ©2000-2013 OESTLab by SpeclraQEST.com Page 1 of 1