Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-28 (2) Professional Service Industries,Inc. (�( c'/,c %'Q Information Portland OR 97it Circle,Suite 480 • 1.f vO To Build On Phone(503)289-1778 SC2 370 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:06 Issue N : 1 ssue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to thespeOrm locations and mammals toted are may not represent any other locations or elevations.This repan may not he reproduced.except 2001 S E 10TH ST BLAKE JOHNSON, DALE in lull.without written permission by Professional service Industries, Inc. If a no non- compliance STOP 5570 compliance appears on this on,to me extent that the reponed non-compliance RUSSELL, DAVID NICHOLS, impacts the project,the resolution is outside the Psi scope of engagement BENTONVILLE,AR 72716-5570 ERIC EVENSON, KATYRYN 0-t—/r JERKOVICH, ROBERT CASTILE,WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager) Dale of Issue: 5/30/2013 Date: 5/28/2013 Technician: Dale Russell On site at 7:00 am, observed Crestview Construction Co, unloading the shoring system in preparation of the excavation for the grease interseptor on the east side of the existing building. This work began immediately after unloading the shoring - . system. Made of steel on site working on the canopy for the shopping cart storage area. Picked up cylinders, grout and morter samples along with (5) sets of 4 x 8 cylinders from the Medford Walmart that were left on site to be transported along with the cylinders from the previous on site pours of the freezer sub slab and topping slab to our Portland office to be stripped and logged in. Arrived back on site at 2:30, noted Crestview Construction Co., had completed the excavation and installation of the shoring system for the grease interceptor and was currently working on the curb and gutter of the South side of the center island on the East side of the existing building, relieved psi rep Glen Meek and continued to observe the placement and compaction of the 3/4" moisture conditioned aggregate also performed field density testing for this side of the island, see daily field report for specific test information. • • • • ©2000-2013 DESTLab by SpeclraOEST.com Page 1 of I •