Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-5 (5) Professional Service Industries,Inc. (f f, c'a° Information 6032 N.Cutter circle,Suite 480 1 I Portland,OR 97217 ( ji 5? T Build�J GCB No. 176269 t 4.Yn✓ to LJ urLC.� On Phone:(503)289-1778 512 >,�7 Q Engineering •• Consulting •• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-90-:1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may net 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 that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope of engagement. ERIC KATYRYN Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH �// SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 6/17/2013 Mix Data Supplier Plant Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days • Details of Sample Date Sampled 6/5/2013 Date Received 6/10/2013 Measured Specified Slump(in) ASTM C 143 General Location Cultured Stone GL G.2 at 1.G.2 at 1.7,G.7 at 1 and g.7 at 1.7 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 66 Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM C 1064 74 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 Clear Time Sampled 10:30 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 (lbf) Type/Remark Strength(psi) Strength(psi) 0654137-90-C1\1 06/12/13 7 2.00 4.17 3.14 B 3425 4 1090 0654137-90-C1\2 06/12/13 7 2.00 4.12 3.14 B 3525 4 1120 0654137-90-C1\3 07/03/13 28 B 2000 0654137-90-C1\4 07/03/13 28 B 2000 . Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:4=C39:Diagonal fracture:C1314:Tension Break, Applicable ASTM standards unless otherwise indicated: Slump: C143. • Form No:18970,Report No:CON:0654137-90-CI ©2000-2011 OESTLab by SpectraQESTcom Page 1 oft