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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-21 (3) Professional Service Industries,Inc. L)�J-r✓7��D Information B032 N.Cutter Circle, Suite 480 Portland,OR 97217 TO Build On Phone:(503)289-1778 5 / _ 0 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06541 Issue ssue 1 No:No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to me 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 Lull,without written permission by Professional Service 5570 ERIC EVENSON 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 KATYRYN JERKOVICH PSI scope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD, OR Approved Signatory:Deborah Pnest(Special Project Manager) Date of Issue: 5/30/2013 Mix Data I Supplier Site Mix Type S Mortar Plant Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/21/2013 Date Received 5/23/2013 Measured Specified Slump(in) General Location CMU 6'wall grid line A at 2.6-2.7 and A at 3-3.1 to 4th course Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 53 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 57 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 5.00 Low Unit Weight(pcf) ASTM c 138 Contractor SD Deacon Batch Size(yd°) Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After ' Submitted By Robert Barron Time Batched Weather Time Sampled 09:45 Est.Wind(mph) NA Yd'Placed Time Placed Est. Rh (%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 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) 0654137-51-C1\1 05/28/13 7 2.00 4.01 3.14 B 5720 3 1820 0654137-51-C1\2 06/18/13 28 B 2000 0654137-51-C1\3 06/18/13 28 B 2000 0654137-51-C1\4 06/18/13 28 B 2000 Average 28 Day Compressive Strength(psi) • Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no canes:01314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: 0143. Form No:18070,Report No:CON:0654137-51-C1 ©2000-2011 OESTLab by SpectraOESLcom Page 1 of 1