HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-14 (3) Professional Service Industries,Inc.
1--!� ° Infot7nation 6032 N.Cutter Circle,Suite 480
�-L..�./V7 Portland,OR 97217
U `220 .To Build On CCP No.176269
Phone:(503)289-1778 l /2_ _370
Engineering • Consulting • Testing Fax:(503)289-1918 ✓
Report No: CON:06541N
Concrete Test Report
Isssue sue 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.Ira non-compliance appears on this report,to the extent mat
the reposed noncompliance impacts the project,the resolution is outside the
BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope or engagement.
ERIC EVENSON
Project: WM 4178-00 SPRINGFIELD OR TO KATYRYNRYN JER JERKOVICH
SPRINGFIELD, OR ROBERT CASTILE
WILSON HU Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue: 6/12/2013
Mix Data
Supplier - Knife River
Plant Knife River Prestress
Mix Identification 247RNE7E00
Specified Design Strength(psi) 4000 at age 28 days
Details of Sample
Date Sampled 5/14/2013 Date Received 5/16/2013 Measured Specified
Slump(in) ASTM c 143 5.00
General Location Stem walls A at 2.6-3.5 and Ftg.G-G.5 at 1.8-3.1 Slump w/plasticizer(in) N/A
Sample Location Same as General Location Air Temp(°F) 87
Curing Method One day Field/Laboratory Cure Concrete Temp(°F) 'ASTM C 1064 77
Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM e 231 4.50
Low Unit Weight(pcf) ASTM C 138
Contractor SD Deacon Batch Size(yd') 10.5
Truck No. 695 Ticket No. 3975560 Water Added(gal) Before 5
Sampled By Glenn Meek After
Submitted By Glenn Meek Time Batched 12:46
Weather Clear • Time Sampled 13:48
Est.Wind (mph) NA Yd'Placed 10.5 Time,Placed 14:30
Est. Rh (%) 0 Time In Truck(mins) 104
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)
0654137-34-C1\1 05/21/13 7 4.01 8.01 12.63 U 51190 2 4050
0654137-34-C1\2 06/11/13 28 4.01 8.02 12.63 U 79200 3 6270 4000
0654137-34-C1\3 06/11/13 28 4.01 8.02 12.63 U 85990 3 6810 4000
0654137-34-C1\4 06/11/13 28 4.01 8.02 12.63 U 85150 3 6740 4000
0654137-34-C1\5 07/09/13 56 U 4000
Average 28 Day Compressive Strength(psi) 6610
Notes Remarks
1.Sampting to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear.3=
2.Speclmen(s)Prepared to ASTM C 31 C39:Ven cracking/no cones:C1314:Cone 8 Split,
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:0654137-34-CI 6)2000-2011 OESTLab by SpecfraOESTcom Page 1 of 1