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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-14 (2) Q Professional Service Industries.Inc. l- O Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 Goa° To Build On CCB Phone:No. 176269 (503)289-1778 I2.-0370 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0 6541 3 7-1 1 8/1 Report No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations and eatenals noted and may not represent any other locations or elevations this report may not he repmeraee•a cept 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull,without written permission by Professional Semce lmactnes. Iee. If a non- MAIL STOP 5570 compliance appears on Iles report.to the extent that the reported m compliance GARRISON,CAITLIN mans the protect.the resowmn is omsae the PSI scope of engagememn BENTONVILLE, AR 72716-5570 NUGENT,DALE RUSSELL, ERIC EVENSON, KATYRYN JERTILE,WILSON SON HU,Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deborah Pnest(Special Project Manager) Dale of Issue: 6/15/2013 Date: 6/14/2013 Technician: Glenn Meek Crestview Construction backfilled the 8" storm drain trench from the existing manhole at 27' east of and 45' south of , building corner at grid line G at 6 to 10' east of cart storage at grid line G.8 at 1, to finish grade using moisture conditioned wildish 3/4"-0" JD 50 D track hoe and a jumping jack for'compaction of each 8" lift. Crestview Construction finish graded the sidewalk at the front of the building grid line 1-3.5 at G-G.9. Haps Masonry constructed the 12" cmu walls loads to the 8th course using Type "S" mortar at the organic waste building corners. Obtained and cast mortar sample for strength testing. Report No.'.DFR:0654137-118/1 ©2000-2013 OESTLab by SpectraDEST.com Page 1 of 1