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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-6 • O d2� Professional Service Industries,Inc. i_--_+ Infornzation `� 6032 N.Cutter Circle,Suite 480 © Port land,OR 97217 CCB No. 176269 To Build On Phone:(503)289-1778 Z —.2 3 7 o [ra} ineering • Consulting • Testing Fax:(503)269-1918 Daily Field Report Report No:DFR:0654 Isssue sue No:1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON, Those tenst resrms apply only to me specifmocaoons and materials noted and may riot represent any sober locations or elevations.This report may not oe ra non c o.Hance n mu. 2001 S E 10TH ST DAVID NICHOLS, without written oelm,ssmnby Professional Service lrrarnmes,Mc.Itanon-oompianoe MAIL STOP 5570 ERIC EVENSON, appears on this report.to the extent hat the reported rnr.wmpiance'inpacts the proiea.the resolution is outside the PSI some of engagement. BENTONVILLE, AR 72716-5570 JERKOVN ^� JERKOVICH, /U) WILSON HU Project: WM 4178-00 SPRINGFIELD OR TO SPRINGFIELD OR Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue:5/132013 Date: 5/6/2013 Technician: Dale Russell On site at 06:30 for job site orientation, review of site plans, specifications etc., also introduction to SD Deacon personnel and individual contractors. On site at contractors request to perform field density testing of%"-0 crushed aggregate being placed in 6"-8" loose lifts for the spread footing along grid line A for the screen wall by Crestview Construction Co., the material was then compacted with a jumping jack style plate compactor and finished with a vibrating plate compactor prior to subsequent lifts being placed, see Special Inspection Report for specific test results. All FDT's performed today resulted in meeting or exceeding the minimum 95% compaction requirements. On site as contractors request to performed field density testing of%"-0 crushed aggregate being placed in 6"-8" loose lifts for eh trench backfill on the 4" and 6" waterlines along grid line F.8, the material was then compacted with a jumping jack style plate compactor and finished with a vibrating plate compactor, this work in the last lift (finish grade)within this area, see Special Inspection report for specific test results, all FDT's performed today resulted in meeting or exceeding the minimum 95% compaction requirements. • •