HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-30 (5) Professional Service Industries.Inc.
( EIV Information 6032 N.Cutter Circle.Suite 480
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Concrete Test Report Report No: CON:0654I N
Issue sue No:o: 1 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only Ic 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 z2_
Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN 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 247RNE5300
Specified Design Strength(psi) 3500 at age 28 days
Details of Sample
Date Sampled 5/30/2013 Date Received 6/3/2013 Measured Specified
Slump(in) ASTM c 143 2.00
General Location Stem walls G-0.5 at 1.7-2,G-0.5 at 3-3.2,Ftgs.A,7 at 3 and A.7 at Slump w/plasticizer(in) N/A
Sample Location csm° Air Temp(°F) 58
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 68
Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM c 231 1.80
Low Unit Weight(pcf) ASTM C tae
Contractor Batch Size(yd3) 2.5
Truck No. 396 Ticket No. 3975913 Water Added(gal) Before
Sampled By Glenn Meek After
Submitted By Glenn Meek Time Batched 10:22
Weather Overcast Time Sampled 11:25
Est.Wind (mph) NA Yd'Placed 2.5 Time Placed 12:00
Est. Rh(%) 0 Time In Truck(mins) 98
Compressive Strength of Concrete Cylinders ASTM C 39
Specimen ID Date Tested Age Dimensions(in) Area(in2) Type of Ultimate Fracture Compressive Required
(Days) Diameter Height Cap Load (lbf) Type/Remark Strength(psi) Strength(psi)
0654137-72-C3\1 06/06/13 7 4.01 8.02 12.63 U 73505 3 5820
0654137-72-C3\2 06/27/13 28 U 3500
0654137-72-C3\3 06/27/13 28 U 3500
0654137-72-C3\4 06/27/13 28 U 3500
0654137-72-C3\5 07/25/13 56 U 3500
Average 28 Day Compressive Strength(psi)
Notes Remarks
I.Sampling la ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Gone S.Split.
2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Stump: 6143,
3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM G 1231,C=Combined
Form Not 18970,Report No:CON:0654137.72.C3 020042011 OESTLab by Specha0E3Tcom Page l oft