HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-6 (3) Professional Service Industries,Inc.
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Concrete Test Report Report No: CON:0654137-91 :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 ( -r
WILSON HU Approved Signatory:Deborah Pneet(SpeCial Privet Manager)
Date of Issue: 6/17/2013
Mix Data
Supplier Sakrete
Plant
Mix Identification NCHSG
Specified Design Strength(psi) 2000 at age 28 days
Details of Sample
Date Sampled 6/6/2013 Date Received 6/10/2013 Measured Specified
Slump(in) 10.50
General Location CMU Pilaster A.4 at 2.6 Truck Loading Dock Slump w/plasticizer(in) N/A
Sample Location Same as General Location Air Temp(°F) 78
Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM 0 1064 77
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 •
Low Unit Weight(pct) ASTM C 138
Contractor Batch Size(yd°)
Truck No. NA Ticket No. NA Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Glenn Meek Time Batched
Weather Clear Time Sampled 10:30 •
Est.Wind (mph) NA Yd'Placed Time Placed
Est. Rh (%) 0 Time In Truck(mins)
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 (lbf) Type'Fernark Strength(psi) Strength(psi)
0654137-91-C1\1 06/13/13 7 3.43 3.33 5.95 0 B 27395 3 2400
0654137-91-C1\2 06/13/13 7 3.15 2.87 6.08 0 B 20195 3 2240
0654137-91-C1\3 07/04/13 28 B 2000
0654137-91-C1\4 07/04/13 28 B 2000
Average 28 Day Compressive Strength(psi)
Notes . Remarks
Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split.
Applicable ASTM standards unless otherwise indicated: Slump: 0143.
Form No:18970.Report No:CON:0654137-91-CI R52000-2011 CESTLab by SpectraOEST com Page 1 of 1