HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-8 jf Professional Service Industries.Inc.
( �la C3 Information 6032 N.Cutter Circle,Suite 480
Portland.OR 97217
IvJ C�fl CCB No. 176269
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Concrete Test Report Report No: CON:0654137-93 :1
Issue No: 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and
may not represent any other locations or elevations.This report may not be
2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full.without written permission by Professional Service
5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that
the reported non-compliance impacts the project,the resolution is outside the
BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope of engagement.
ERIC EVENSON
Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH
SPRINGFIELD, OR ROBERT CASTILE
WILSON HU Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue: 6/17/2013
Mix Data
Supplier Knife River
Plant Knife River Prestress
Mix Identification 247RNE7E00
Specified Design Strength(psi) 4000 at age 28 days
Details of Sample
Date Sampled 6/8/2013 Date Received 6/10/2013 Measured Specified
Slump(in) AsTM c 143 5.00
General Location 503/Sidewalk G-G.8 at 1-1.8.G.5-3.8 at 1.8-3.2 Slump w/plasticizer(in) N/A
Sample Location G-G.7 at 1-1.8 Air Temp(°F) 56
Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM c 1064 70
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 4.50
Low Unit Weight(pcf) ASTM c 136
Contractor SD Deacon Batch Size(yd') 10
Truck No. 65 Ticket No. 3976142 Water Added(gal) Before 5
Sampled By Glenn Meek After
Submitted By Glenn Meek Time Batched 07:33
Weather Cloudy Time Sampled 08:35
Est.Wind (mph) NA Yd'Placed 10.0 . Time Placed 09:00
Est. Rh(%) 0 Time In Truck(mins) 87
Compressive Strength of Concrete Cylinders • ASTM C 39 •
Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required
(Days) Diameter Height Cap Load (Ibf) TypelRemark Strength(psi) Strength(psi)
0654137-93-C1\1 06/15/13 7 4.01 8.02 12.63 U 47230 3 3740
0654137-93-C1\2 07/06/13 28 U 4000
0654137-93-C1\3 07/06/13 28 U 4000
0654137-93-C1\4 07/06/13 28 U 4000
0654137-93-C1\5 08/03/13 56 U 4000
Average 28 Day Compressive Strength(psi)
Notes Remarks
1.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314 Cone&Split.
2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: CI43.
3-Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined
Form No:18970.Report No:CON:0654137-93-e1 ID 2000.2011 OESTLab by SpectraOESTeom Page 1 of 1