HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-8 (2) II�'' Professional Service Industries,Inc.
r-^-t ^ Infornzation 6032 N.Cutler 7217 Suite 480
t; )fl Q Portland,OR 97217
CC Phone:(50 )269 S 12-.2_370
Build On Phone:(503)289-1778 ngineering • Consulting • Testing Fax:(503)289-1918
Daily Field Report Report No:DFR:06541 Issue sue No:No:1
1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON, Teesetestresmts applyomy iotnespeuremcauonsammaeoals npLLUaMmay Mt
represent any other bcaaons or f evaonall.Tlvs report may,mt be reproduced.eecee In WI,
2001 S E 10TH ST DAVID NICHOLS, without wntten permission by Professional Service ledusthes.Inc.na,nmcompiance
• MAIL STOP 5570 ERIC EVENSON, appears on this report,to the extent nat the reported non-compliance impacts the p,oiect•the
resolution is outside the PSI scope of engagement.
BENTONVILLE, AR 72716-5570 N
JERKOVICH,
ERKOVICH,
WILSON HU
Project: WM 4178-00 SPRINGFIELD OR TO
SPRINGFIELD OR Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue:5/13/2013
Date: • 5/8/2013 Technician: Glenn Meek
Observed the installation of 3/4" x 12" smooth dowels per detail 1/S2.1 at the following: E.5 at 5.8-6 (8 each), E.5 to E.9 at 5.8
(10 each), E.9-E.5 at 6 (9 each), E.9 at 5.7-6 (5 each), F.49-E.9 at 5.7 (11 each), F.49-E.5 at 5.6 (11 each), F.5 at 4.4-6 (36
each), F.49 at 4.4-6 (47 each), F.4-F.8 at 1.4 (7 each), F.49 at 1.8 to Z.6 (19 each), F.45 at 1.7-2.5 (19 each), F.9 at 1.6-2.7
(30 each) and F.4 at 1.4-1.8 (9 each) plate dowels.
Inspected and tested the 48 cubic yards of concrete supplied by Knife River mix# 24RNE5300, 3500 psi concrete. Concrete
placed with a line pump. Tested concrete for slump, temperature, air content and cast(1) set of(5) 4"x8" cylinders for
strength testing. Observed diagonal#4 x 4' rebar per 2C/S2.1. Concrete placed at grid line D.6-F.5 at 2.8-4.6; F.5 at 1.2-6
and F.5 to E.6 at 5.7.
Crestview Construction graded to finish sub grade containing river run type material by testing 35% retained on % sieve non,
density testable then placed Wildish 3/1"-0 aggregate to finish grade at grid line B-C at 4.5-6.
McLane Plumbing backfilled utility trench at grid line B.7 at 2.5 using Wildish %"-0 in a moisture conditioned state with a
jumping jack to achieve compaction.