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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-13 (3) Professional Service Industdes,Inc. K u�"'1• j]Infornurtiora 6032 N.Cutter Circle.Suite 480 �r�.�T) I� ] R Portland,OR 97217 2-S TO To Build On Phone:(303}289-1778 /Z�zJ�� Engineering • Consulting• Testing Fax:(503)289-1918 •Concrete Test Report Report No: CON:0654137-3 No 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest 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 DAVID NICHOLS reproduced,except in full,without written permission by Professional Service 5570 ERIC EVENSON Industnes,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 KATYRYN JERKOVICH PSI scope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD, OR Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 5/20/2013 Mix Data - Supplier Knife River Plant Knife River Prestress Mix Identification 24RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample Date Sampled 5/13/2013 Date Received 5/14/2013 Measured Specified Slump(in) ASTM C 143 5.00 General Location Slab on grade B to C at 4.5 to 6 Slump w/plasticizer(in) N/A Sample Location SOG 4.5-5 at B-B.5 Air Temp(°F) 60 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 71 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 1.60 Low Unit Weight(pcf) ASTM C t38 144.7 Contractor SD Deacon Batch Size(yd') 10 Truck No. 558 Ticket No. 3978125 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Dale Russell Time Batched 06:26 Weather Cloudy Time Sampled 07:30 . Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 07:45 Est.Rh(%) 0 Time In Truck(mins) 79 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) 0654137-33-C1\1 05/20/13 7 4.01 8.00 12.63 U 61075 2 4840 0654137-33-C1\2 06/10/13 28 U 3500 0654137-33-C1\3 06/10/13 28 U 3500 0654137-33-C1\4 06/10/13 28 U 3500 0654137-33-C1\5 07/08/13 56 U 3500 Average 28 Day Compressive Strength(psi) Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks'.2=C39.Vert crack/cone opposite end,C 1314:Cone&Shear. 2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump C143. 3 Capping B=Bonded ASTM C 617.U=Unbonded ASTM C 1231,C=Combined Form No:18970,Report No CON 0654137-33.01 ©2000-2011 QESTLab by SpectraOESTcom Page 1 of 1