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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-30 (3) • Professional Service Industries,Inc. U coo Info. nnation 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 ` � To Build On Phone:(503)289-1778 ,5(�-Z. 70 /ngineenng . Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-72 :1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test resuus 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 Processional 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 z. Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE —z WILSON HU Approved Signatory:Deborah Pnest(Speoal Project Manager) I Date of Issue: 6/9/2013 Mix Data Supplier Sakrete Plant Mix Identification TYPE S MORTAR Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/30/2013 Date Received 6/3/2013 Measured Specified Slump(in) ASTM C 143 General Location G.2 at 1-1.5 and G.2 at 1-1.5 to 8th course Slump w/plasticizer(in) N/A Sample Location G.2 at 1-1.5 to 4th course Air Temp(°F) 55 Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM 01864 64 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 Overcast Time Sampled 08:30 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) TypetRemark Strength(psi) Strength(psi) 0654137-72-C1\1 06/06/13 7 2.00 4.02 3.14 B 5935 3 1890 0654137-72-C1\2 06/06/13 7 2.00 4.02 3.14 B 6545 3 2080 0654137-72-C1\3 06/27/13 28 2000 0654137-72-C1\4 06/27/13 28 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3=C39.Vert cracking/no cones:C1314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970,Report No:CON:0654137-72-C1 ©2000-2011 OESTLab by SpecfraoEST.com Page 1 of 1