HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-8 Z� ( Professional Service Industries,Inc.
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Portland,OR 97217
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Concrete Test Report Report No: CON:0654137-22 :1
Issue No: 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test esults 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 DAVID NICHOLS reproduced,except in full,without written permission by Professional Service
5570 ERIC EVENSON Industries,Inc.If a non-compliance appears on this repon,to the extent that
the reported non-compliance impacts the project.the resolution is outside the
BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH PSI scope of engagement.
ROBERT CASTILE
Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU
SPRINGFIELD, OR
Approved Signatory:Deborah Priest(Special Project Manager) -
Date of Issue: 5/15/2013
Mix Data
Supplier Knife River
Plant Knife River Prestress
Mix Identification 24RNE5300
Specified Design Strength(psi) 3500 at age 28 days
Details of Sample
Date Sampled 5/8/2013 Date Received 5/10/2013 Measured Specified
Slump.(in) ASTM C 143 5.00
General Location SOG D.6-F.5 at2.8-4.6,F.5 at 1.2-6,F.5 to E.6 at 5.7 Slump w/plasticizer(in) N/A
Sample Location SOG 3.9-4.5 at D.5-E.1 Air Temp(°F) 50
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 69
Field Sample No Field Cure Temp(°F) High 81 Air Content(Y5) ASTM C 231 1.70
Low 55 Unit Weight(pcf) ASTM c 138
Contractor Dynasty Concrete Batch Size(yd') • 10
Truck No. 694 Ticket No. 3975386 Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Dale Russell Time Batched 06:28
Weather Sunny Time Sampled 07:20
Est.Wind (mph) NA Yd'Placed 10.0 Time Placed 07:40
Est.Rh(%) -0 Time In Truck(mins) 72
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(lbf) Type/Remark Strength(psi) Strength(psi)
0654137-22-C1\1 05/15/13 7 4.00 8.02 12.57 U 66590 2 5300
0654137-22-C1\2 06/05/13 28 U 3500
0654137-22-C1\3 06/05/13 28 U 3500
0654137-22-C1\4 06/05/13 28 • U 3500
0654137-22-C1\5 07/03/13 56 U 3500
Average 28 Day Compressive Strength(psi)
Notes Remarks
1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear.
2.Specimen(s)Prepared to ASTM c 31 Applicable ASTM standards unless otherwise indicated: Slump: C143.
3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined
Form No:18970,Report No:CON:0654137-22-C1 02000-2011 QESTLab by SpectraQESIcom Page 1 of 1