HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-20 (7) Professional Service Industries,Inc.
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T?tOnnation 6032 N.Cutter Circle,Suite 480
Portland,OR 97217
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TO Build On Ph (503)289-1778
(Engineering • Consulting • Testing Fax:(503)289-1918
Concrete Test Report Report No: CON:0654137-50 :1
Issue No: 2
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 rue,without written permission by Professional Service
5570 CAITLIN NUGENT Industries,Inc.It 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 ERIC EVENSON PSI scope of engagement.
KOB RT CASTILE
Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE
SPRINGFIELD, OR WILSON HU
YONG HO Approved Signatory.Deborah Priest(Special Project Manager)
Date of Issue: 6/18/2013
Mix Data _
Supplier Spec Mix
Plant
Mix Identification TYPE
Specified Design Strength(psi) 2000 at age 28 days
Details of Sample
Date Sampled 5/20/2013 Date Received 5/22/2013 Measured Specified
Slump(in) ASTM C 143
General Location 8"cmu at infill GL B at 5-6 to 6'in height Slump w/plasticizer(in) N/A
Sample Location 8"cmu infill FL B at 5-6 to 4'in height Air Temp(°F) 55
Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231
Low Unit Weight(pcf) ASTM C 138
Contractor SD Deacon Batch Size(yd')
Truck No. NA Ticket No. NA Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Kenneth Jordison Time Batched
Weather NA Time Sampled 09:30
Est.Wind(mph) NA Yd'Placed Time Placed
Est. Rh (%) 0 Time In Truck(mins)
Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 .
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)
0654137-50-C1\1 05/27/13 7 2.00 4.01 3.14 B 5580 - 1780
0654137-50-C1\2 05/27/13 7 2.00 4,01 3.14 B 5435 - 1730
0654137-50-C1\3 06/17/13 28 2.00 4.02 3.14 B 6885 3 2190 2000
0654137-50-C1\4 06/17/13 28 2.00 4.02 3.14 B 6790 3 2160 2000
Average 28 Day Compressive Strength(psi) 2180
•
Notes Remarks
Fracture Type/Remarks:-=Not Defined,3=039:Vert cracking/no cones:01314.Cone 8 Split,
Applicable ASTM standards unless otherwise indicated: Slump: C143.
Form No:18970.Report No:CON.0654137-50-C1 0 2000-2011 OESTLab by SpecbaOEST com Page 1 of 1