HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-29 (2) Professional Service Industries,Inc.
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sp,zei(7 -91390 Report No: CON:0654137-71-C1
Concrete Test Report !!�� Issue No: 1
I Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specifc locations and matenals nosed and
may not represent any other locations or elevations.This report may nol 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
Me 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(Speual Project Manager)
Date of Issue: 6/6/2013
Mix Data
Supplier Knife River
Plant Knife River Prestress
Mix Identification 2420G3R500
Specified Design Strength(psi) 2000 at age 28 days
Details of Sample
Date Sampled 5/29/2013 Date Received 6/3/2013 Measured Specified
Slump(in) 10.00
General Location 8"cmu wall A at 2.6-4.8 from 18th to 21st course(finish) Slump w/plasticizer(in) N/A
Sample Location Same as General Location Air Temp(°F) 55
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 64
Field Sample No Field Cure Temp(°F) High Air Content(Y0) ASTM C 231
Low Unit Weight(pcf) ASTM c 138
Contractor Batch Size(yd°) 2.5
Truck No. 558 Ticket No. 3975875 Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Glenn Meek Time Batched 06:26
Weather Overcast Time Sampled 07:10
Est.Wind(mph) NA Yd°Placed 2.5 Time Placed 07:20
Est.Rh(%) 0 Time In Truck(mins) 54
Compressive Strength of Grout ASTM C 1019
Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required
(Days) Width Length Height Out of Plumb Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi)
0654137-71-C1\1 06/05/13 7 3,31 3.36 6.25 0 B 44175 3 3980
0654137-71-C1\2 06/05/13 7 3.10 3.38 6.10 0 B 43750 3 4180
0654137-71-C1\3 06/26/13 28 B 2000
0654137-71-C1\4 06/26/13 28 B 2000
Average 28 Day Compressive Strength(psi)
•
Notes Remarks •
Fracture Type/Remarks:3=C39_yen cracking/no cones;C1314:Cone 8 Split,
Applicable ASTM standards unless otherwise indicated: Slump: C143.
Form No:18970,Report No:CON 0654137-71-C1 ID 2000-2011 OESTLab by SpectraOEST com Page 1 of 1