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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-20 (7) Professional Service Industries,Inc. r F ' Into. T?tOnnation 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 29 Phone:o No. 176269 r� .2„..3 7 O TO Build On Ph (503)289-1778 (Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-50 :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 rue,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.It 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 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 6/18/2013 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(%) 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 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) TypelRemark 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 2.00 4.02 3.14 B 6885 3 2190 2000 0654137-50-C1\4 06/17/13 28 2.00 4.02 3.14 B 6790 3 2160 2000 Average 28 Day Compressive Strength(psi) 2180 • Notes Remarks Fracture Type/Remarks:-=Not Defined,3=039:Vert cracking/no cones:01314.Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON.0654137-50-C1 0 2000-2011 OESTLab by SpecbaOEST com Page 1 of 1