HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-13 Professional Service Industries,Inc. 5/2- ^-2 37 D
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Concrete Test Report Report No: CON:0654137-33 :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 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
WILSON HU Approved Signatory:Deborah Pnest(Special Project Manager)
i Date of Issue: 6/11/2013
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 5/13/2013 Date Received 5/14/2013 Measured Specified
Slump(in) ASTMC 143 5.00
General Location Slab on grade B to C at 4.5 to 6 Slump w/plasticizer(in) N/A
Sample Location SOG 4.5-5 at B-B.5 Air Temp(°F) 60
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 71
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 1.60
Low Unit Weight(pcf) ASTM c 138 144.7
Contractor SD Deacon Batch Size(yd') 10
Truck No. 558 Ticket No. 3978125 Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Dale Russell Time Batched 06:26
Weather Cloudy . Time Sampled 07:30
Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 07:45
Est. Rh(e/) 0 . Time In Truck(mins) 79
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) TypefRemark Strength(psi) Strength(psi)
0654137-33-C1\1 05/20/13 7 4:01 8.00 12.63 U 61075 2 4840
0654137-33-C1\2 06/10/13 28 4.01 8.03 12.63 U 78020 3 6180 3500
0654137-33-C1\3 06/10/13 28 4.01 8.03 12.63 U 80505 3 6370 3500
0654137-33-C1\4 06/10/13 28 4.01 8.03 12.63 U 76910 3 6090 3500
0654137-33-C1\5 07/08/13 56 U 3500
Average 28 Day Compressive Strength(psi) 6210
Notes Remarks
1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear,3=
2.Specimen(s)Prepared 10 ASTM C 31 C39:Vert cracking/no cones;C1314:Cone&Spill,
3.Capping B=Bonded ASTM C 617.U=Unbonded ASTM C 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump: C143.
Form No:18970.Report No:CON:0654137-33-C1 0 2000-2011 OESTLab by SpectraOESLcom Page 1 of 1