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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-23 (11) Professional Service Industries,Inc. G Q Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 _ G-�° .To Build On Phone:(503)289-1778 Engineering • Consulting • Testing `)..._ Fax:(503)289-1918 y��7O Concrete Test Report Report No: CON:06541375N Issue 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.If a non-compliance appears on this report,to the extent hat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope of engagement. ERIC KATYRYN JERN �� Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Specal Project Manager) Date of Issue: 6/6/2013 Mix Data Supplier Sakrete . Plant Mix Identification TYPE S MORTAR Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/23/2013 Date Received 5/24/2013 Measured Specified Slump(in) ASTMC 143 General Location 8"cmu wall at grid line Gat 1.4-1.6 to 11th course Slump w/plasticizer(in) N/A Sample Location 8"cam wall Gat 1.4-1.6 to 8th Course Air Temp(°F) 50 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 61 Field Sample No Field Cure Temp(°F) High Air Content(V.) ASTM c 231 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 Glenn Meek Time Batched Weather Cloudy Time Sampled 08:00 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(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-53-C1\1 05/30/13 7 2.00 4.12 3.14 B 5655 3 1800 0654137-53-C1\2 06/20/13 28 B 2000 0654137-53-C1\3 06/20/13 28 B 2000 0654137-53-C1\4 06/20/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone&Split. Applicable ASTM standards unless otherwise indicated: Slump:0143. Form No: 18990,Report No:CON:0654137-53-C1 ©2000-2011 QESTLab by SpectraQESTcom Page 1 of 1