HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-6 (2) Professional Service Industries,Inc,
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Engineering • Consulting • Testing Fax:(503)289-1918
Daily Field Report Report No: DFR:06IssueN : 1
Issue No: 1
W AL-MART STORES, INC. These rest results apply only to the spemnc locations and materials noted and Imw not
Client: CC: represent ny other locations or elevations_This report may net be reproduced,except
2001 S E 10TH ST BLAKE JOHNSON, BOB n wnewithout written permission by Professional Service Industries. Inc. If a noni
compliance appears on this report,to the extent That me reported ra tnmptiance
MAIL STOP 5570 GARRISON,CAITLIN impacts the protect.the resolmbn is oul save see the psi sin or ergagement.M1
BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL,
DAVID S, ERIC (7—L_/r
EVENSON,ON, KATYRYN
Project: WM 4178-00 SPRINGFIELD OR TO JERKOVICH, ROBERT
SPRINGFIELD, OR CASTILE,WILSON HU Approved Signatory: Deborah Priest(Special Project Manager)
Date of Issue: 6/12/2013
Date: 6/6/2013 Technician: Dale Russell
Dynasty Concrete Co., on working on the forms for the Organic Waste area footing between grids A.7 and B from 6 to 6.5.
Crestview Construction Co., onsite working on the backfill for the 6"waterline tie in to the existing 16" storm water line.
Crestview is placing the 3/4" moisture conditioned aggregate in 8" loose lifts and applying compactive efforts with the use of
a "jumping jack" style plate compactor, the first 2' of fill require a minimum compaction of 92%, the remaining upper 2 feet
require 95% compaction, see daily field density report for specific test results, all tests performed today meet or exceed the
required compaction requirements.
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