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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-20 (4) • s. J// Professional Service Industries,Inc. f (] �q "' Information Portland,N.Cutter 7217 Suite 480 )L/h/ � ' f PartlaN. OR 97217 /�, �:.+>'Q CCB No, 176269 5 (�. 2,3 7� U .To Build On Phone:(503)289-1778 Engineering•• Consulting•• Testing - Fax:(503)289-1918 • Concrete Test Report Report No: CON:0654137-50-:1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and matenals 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 Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the protect,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 Protect Manager) Date of Issue: 5/27/2013 Mix Data Supplier Spec Mix Plant Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/20/2013 Date Received 5/22/2013 Measured Specified Slump(in) ASTM C 143 General Location 8"cmu at infill GL B at 5-6 to 6'in height Slump w/plasticizer(in) N/A Sample Location 8"cmu infill FL B at 5-6 to 4'in height Air Temp(°F) 55 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 Field Sample No Field Cure Temp(°F) High Air Content We) ASTM C 231 Low Unit Weight(pcf) ASTM C 138 Contractor SD Deacon Batch Size(yd3) Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Kenneth Jordison Time Batched Weather NA Time Sampled 09:30 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) 0654137-50-C1\1 05/27/13 7 2.00 4.01 3.14 B 5580 - - 1780 0654137-50-C1\2 05/27/13 7 2.00 4.01 3.14 B 5435 - 1730 0654137-50-C1\3 06/17/13 28 B 2000 0654137-50-C1\4 06/17/13 28 B • 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:•=Not Defined, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970,Report No:CON:0654137-50-C1 ©2000-2011 OESTLab by Spec(ra0ESTcom Page 1 of 1