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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-28 ' Professional Service Industries.Inc. 712 Inf ormation 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 T7` R ]d CCB No.176269 4�`�a 70 lo I3LlllCl On Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-7 N Issue No:o: I 1 • Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the spec locations and materials noted and cir 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 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: 6/5/2013 Mix Data Supplier Site Mix Type S Mortar Plant Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days • Details of Sample Date Sampled 5/28/2013 Date Received 6/3/2013 Measured Specified Slump(in) ASTM C 143 General Location Truck screen 8"cmu wall A at 2.6-4.8 12th-21st course Slump w/plasticizer(in) N/A Sample Location Truck screen 8"cmu wall A at 2.6-3.5 12th-15th course Air Temp(°F) 57 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 66 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched Weather Mild Time Sampled 08:10 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(in2) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-70-C1\1 06/04/13 7 2.01 4.00 3.16 B 5540 3 1750 0654137-70-C1\2 06/04/13 7 2.00 4.01 3.14 8 5325 3 1700 0654137-70-C1\3 06/25/13 28 B 2000 0654137-70-C1\4 06/25/13 28 B 2000 Average 28 Day Compressive Strength(psi) • Notes Remarks Fracture Type/Remarks:3=C39:yen cracking/no cones:01314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON-0654137-70-C1 ©2000-2011 OESTLab by SpecIraOESTcom Page 1 of 1