HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-23 (9) Professional Service Industries,Inc.
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Concrete Test Report Report No: CON:0654137-5N :
Issue Noo 2
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 C_/
Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH
SPRINGFIELD, OR ROBERT CASTILE
WILSON H U Approved Signatory:Deborah Pries((Special Project Manager)
Date of Issue: 6/6/2013
Mix Data
Mix Data Submitted By Knife River Material Source Amount Moisture(°4)
Supplier Knife River Cement(Ib) 2180 N/A
Plant Fly Ash(Ib) 585 N/A
Mix Identification 7RNE5300 Coarse Agg 1 (Ib) 3/4 Crush 3780 1.70
Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2 (Ib) 3/4 3700 2.90
Design Unit Weight(pcf) 147.9 Fine Agg (Ib) sand 4980 3.20
Cement Factor(Sacks/yd') 7.26 Admix Agg 1 (Ib) Pozz 80 110.0 N/A
Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 2(Ib) NC534 278.0 N/A
Water(gal) 60.0 N/A
Details of Sample
Date Sampled 5/23/2013 Date Received 5/24/2013 Measured Specified
Slump(in) ASTM C 143 3.50 2 111 4
General Location Interior repairs to freezer sub slab and curbs Slump w/plasticizer(in) N/A
Sample Location Grid line B to 8.5 from 3.2 to 4 Air Temp(°F) 50
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 72
Field Sample No Field Cure Temp(°F) High Air Content(Va) ASTM C 231 1.80 3.5 Ti)fi 5
Low Unit Weight(pcf) ASTM C 138 146.8 147.9
Contractor Dynasty Concrete Batch Size(yd') 4
Truck No. 690 Ticket No. 3975791 Water Added(gal) Before 0
Sampled By Dale Russell After 0
Submitted By Dale Russell Time Batched 11:18
Weather Overcast with wind Time Sampled 12:30
Est.Wind(mph) 0-5mph Yd'Placed 4.0 Time Placed 12:05
Est. Rh(%) 66 Time In Truck(mins) 47
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) Type/Remark Strength(psi) Strength(psi)
0654137-59-C1\1 05/30/13 7 4.01 8.00 12.63 U 62810 2 4970
0654137-59-C1\2 06/20/13 28 U 3500
0654137-59-C1\3 06/20/13 28 U 3500
0654137-59-C1\4 06/20/13 28 U 3500
0654137-59-C1\5 07/18/13 56 U 3500
Average 28 Day Compressive Strength(psi)
Notes Remarks
I.Sampting to ASTM C 172 Fracture Type/Remarks:2=C39:yert crack/cone opposite end,01314:Cone&Shear,
2.Specimen(s)Prepared to ASTM C 31 Please note:Knife River mix design 4 7RNE5300 is a NON ENTRAINED AIR mix.
3.Capoing B=Bonded ASTM C 617,u=unbonded ASTM C 1231,C=Combined The frequency of testing is 7,28.28.28,H.
Form No:18970,Report No:CON:0654137-59.C1 02000-2011 OESTLab by SpeclreQESTcom Page 1 oft