HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-7 (5) �'1 Professional Service Industries,Inc.
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Concrete Test Report Report No: CON:0654137-98 :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 KATYRYN ��
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: 6/17/2013
Mix Data
Mix Data Submitted By Material Source Amount Moisture(Ye)
Supplier Knife River Cement 1 (lb) CalPortland,type I-11 5085 N/A
Plant Cement 2(Ib) Ashgrove,Grade 100 slag 1735 N/A
Mix Identification Fly Ash(Ib) N/A
Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4"-#4 PCC Rock Delta 9000 2.90
Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"Crush Rock, Delta 8860 2.80
Cement Factor(Sacks/yd') 7.26 Fine Agg (Ib) Delta 12130 3.00
Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 ((b) BASF AE-90 27.0 N/A
Admix Agg 2 (Ib) Pozz 80 276.0 N/A
Water(gal) Well/Eugene R-Mix, Plant 172.0 N/A
Details of Sample .
Date Sampled 6/7/2013 Date Received 6/10/2013 Measured Specified
Slump(in) 4.00 2 TO 4
General Location Organic Waste footing/S.O.G. Slump w/plasticizer(in) N/A
Sample Location Gridline A.7-8 from 6-6.4 Air Temp(°F) 77
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 78
Field Sample ID C-1 Field Cure Temp(°F) High Air Content(Ye) ASTM C 231 5.20 3.5 To 6.5
Low Unit Weight(pcf) ASTM c 138 140.8 142.6
Contractor Dynasty Concrete Batch Size(yd') 10
Truck No. 554 Ticket No. 3976125 Water Added(gal) Before 0
Sampled By Dale Russell After 0
Submitted By Glenn Meek Time Batched 10:21
Weather Clear Time Sampled 11:05
Est.Wind (mph) 0-5mph Yd'Placed 16.0 Time Placed 11:00
Est. Rh(Ye) 49 Time In Truck(mins) • 39
•
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)
0654137-98-C1\1 06/14/13 7 4.01 8.00 12.63 U 56440 2 4470
0654137-98-C1\2 07/05/13 28 U 4000
0654137-98-C1\3 07/05/13 28 U 4000
0654137-98-C1\4 07/05/13 28 U 4000
0654137-98-C1\5 08/02/13 56 U 4000
Average 28 Day Compressive Strength(psi)
Notes Remarks
1 Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear,
2.Specimen(s)Prepared to ASTM C 31 Dynasty Concrete Co.,placed concrete directly from mix truck into the forms,all concrete was
3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM 0 1231,C=Combined . consolidated with hand held H/F vibrators,all concrete was broom finished.
Form No:18970.Report No:C0N:0654137-96-C1 ®2000-2011 OESTLab by Spectra0ESTCom Page 1 oft