HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-5 (4) Professional Service Industries.Inc. .
c D Information 6032 N.Cutter Circle,Suite 480
Portland.OR 97217
To Build D ullU-) j On CC6 No. 176269
Phone (503)289-1778 S fa _2 3'7 0
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ngineering • Consulting • Testing Fax(503)289-1918
Concrete Test Report Report No: CON:0654137-96 :1
Issue No: 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the spetidc 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 without writlen rs on permission report,t Professional Service
5570 CAITLIN NUGENT me reported 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 Priest(Special Project Manager)
Date of Issue: 6/17/2013
Mix Data
Mix Data Submitted By Knife River Material Source Amount Moisture(%)
Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 4645 N/A
Plant Cement 2(Ib) Ashgrove,Grade 100 slag 1105 N/A
Mix Identification 081-35NE9C00 Fly Ash (Ib) N/A
Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 1 (Ib) 3/4"-#4 PCC Rock Delta 7040 1.00
Design Unit Weight(pcf) 140.6 Coarse Agg 2(Ib) 3/4" #4 Crush. Delta 7080 1.00
Cement Factor(Sacks/yd') 7.61 Fine Agg(Ib) PCC Sand, Delta 9160 5.40
Water-Cement Ratio(lb/lb) 0.37 Admix Agg 1 (Ib) BASF AE-90 . 35.0 N/A
Admix Agg 2(Ib) BASF Pozzolith 80 232.0 N/A
Water(gal) 140.0 N/A
Details of Sample
Date Sampled 6/5/2013 Date Received 6/10/2013 Measured Specified
Slump(in) 4.25 3—5
General Location parking lot, East side of building. Slump w/plasticizer(in) N/A
Sample Location South side of center island, East and West ends. Air Temp(°F) 69
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 74
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 5.80 5—8
Low Unit Weight(pcf) ASTM C 138 139.8 140.6
Contractor Dynasty Concrete Batch Size(yd') 8
Truck No. 558 Ticket No. 3978363 Water Added(gal) Before 0
Sampled By Dale Russell After 0
Submitted By Glenn Meek Time Batched 09:18
Weather Clear Time Sampled 09:45
Est.Wind(mph) 0-4mph Yd3 Placed 8.0 Time Placed 09:30
Est.Rh(%) 52 Time In Truck(mins) 12
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(Ibf) Type/Remark Strength(psi) Strength(psi)
0654137-96-C1\1 06/12/13 7 4.01 8.01 12.63 U 48735 2 3860
0654137-96-C1\2 07/03/13 28 U 3500
0654137-96-C1\3 07/03/13 28 U 3500
0654137-96-C1\4 07/03/13 28 U 3500
0654137-96-C1\5 07/31/13 56 U 3500
Average 28 Day Compressive Strength(psi)
Notes Remarks
I,Sanpling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end;C1314:Gone&Shear.
2,Specimen(s)Prepared to ASTM C 31 All concrete placed was hand consolidated and hand finished.
3.Capping B=Banged ASTM C 617,U=Unbonded ASTM C 1231,C=Combined
Form No:18970,Report No:CON:0654137-96-C1 02000-2017 OESTLab by SpectraoESTcom Page 1 oft