HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-10 Professional Service Industries,Inc.
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Concrete Test Report Report No: CON:0654137-24 :2
Issue No: 2
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and nalenals 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 KATYRYNYN JERK JERKOVICH
SPRINGFIELD, OR ROBERT CASTILE
WILSON HU Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue: 6/9/2013
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 5/10/2013 Date Received 5/13/2013 Measured Specified
Slump(in) ASTM C 143 4.00
General Location Slab on Grade Slump w/plasticizer(in) N/A
Sample Location A.8-13.9 at 1.7-2.2 i Air Temp(°F) 66
Curing Method One day Field/Laboratory Cure Concrete Temp(5F) ASTM C 1064 71
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 1.20
Low Unit Weight(pct) ASTM C 138 144.3
Contractor SD Deacon Batch Size(yd') 10
Truck No. 564 Ticket No. 397506 Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Glenn Meek Time Batched 08:23
Weather Clear Time Sampled 09:30
Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 09:45
Est.Rh(%) 0 Time In Truck(mins) 82
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) Type/Remark Strength(psi) Strength(psi)
0654137-24-C2\1 05/17/13 7 4.01 8.00 12.63 U 50815 2 4020
0654137-24-C2\2 06/07/13 28 4.01 8.01 12.63 U 78470 3 6210 4000
0654137-24-C2\3 06/07/13 28 4.01 8.01 12.63 U 73165 2 5790 4000
0654137-24-C2\4 06/07/13 28 4.01 . 8.01 12.63 U 74620 2 5910 4000
0654137-24-C2\5 07/05/13 56 U 4000
Average 28 Day Compressive Strength(psi) 5970
Notes Remarks
1.Sampling to ASTM C 172 Fracture Type/Remarks'.2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear,3=
2 Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones;C1314:Cone 8 Split,
3.Capping B=Bonded ASTM O 617.U=unbonded ASTM C 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump: C143.
Form No. 18970,Report No:CON:0654137-24-C2 e 2000-2011 OESTLab by SpeclraQEST.com Page 1 of 1