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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-24 (8) Professional Service Industries,Inc Information 6032 N.Cutter Circle,Suite 480 p=c23 Portland,OR 9 7217 To Build On CCB No. 176269 Phone:(503)289-1778 5/2 Z3 7t r Engineering •• Consulting•• Testing Fax:(503)289-1918 Concrete Test Report Report Na: CON:0 6 541 3 7-5N :1 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 mat 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 RYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Pnest(Special Project Manager) Date of Issue: 6/6/2013 Mix Data Mix Data Submitted By Site Mix Type S Mortar Material Source Amount Moisture(Ye) Supplier Site Mix Type S Mortar Cement(Ib) N/A Plant Onsite Mobile Mix Fly Ash(Ib) N/A Mix Identification Coarse Agg (Ib) Specified Design Strength(psi) 2000 at age 28 days Fine Agg (Ib) Design Unit Weight(pcf) Admix Agg(Ib) N/A Cement Factor(Sacks/yd') Water(gal) N/A Details of Sample Date Sampled 5/24/2013 Date Received 5/27/2013 Measured Specified Slump(in) A5TM C 143 General Location 8"cmu wall A at 2.6-4.8 form 7th to 12th course Slump w/plasticizer(in) N/A Sample Location 8"cmu wall A at 3-3.4 form 7th to 10th course Air Temp(°F) 53 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 63 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 09:00 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(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-54-C1\1 05/31/13 7 2.00 4.02 3.14 B 3990 3 1270 0654137-54-C1\2 05/31/13 7 2.00 4.02 3.14 B 4960 3 1580 0654137-54-C1\3 06/21/13 28 B 2000 0654137-54-C1\4 06/21/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3=C39.Vert cracking/no cones:01314:Cone 8 Split, Form No:18970,Report No:CON:0654137-54-CI ©2000-2011 OESTLab by SpectraQESTcom Page 1 of 1