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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (6) Professional Service Industries,Inc. {r-y Information 6032 N.Cutter Circle,Suite 480 1j'�,'!''7 GJW Build ray, CCBallo.1/76269217 �'`' y � ��(7 Vn Phone:(503)289-1778 �.J i' 2. " ,-3 ( p Engineering• Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-52-: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 not represent any other locations or elevations.This repon 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 at engagement. ERIC EVENSON Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON H U Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 5/30/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/22/2013 Date Received 5/23/2013 Measured Specified Slump(in) ASTM C 143 General Location 8"cmu wall at GL A at 2.6-4.8 Slump w/plasticizer(in) N/A Sample Location 8"cmu wall GL A at 3-3.3 to 2nd course Air Temp(°F) 50 Curing Method Two day Field/Laboratory Cure Concrete Temp 1°F) ASTM c 1064 54 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 Robert Barron Time Batched Weather Clear Time Sampled 11:00 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 (lbf) Type/Remark Strength(psi) Strength(psi) 0654137-52-C1\1 05/29/13 7 2.00 4.00 3.14 B 6165 3 1960 0654137-52-C1\2 05/29/13 7 2.00 4.00 3.14 B 6040 3 1920 0654137-52-C1\3 06/19/13 28 B 2000 0654137-52-C1\4 06/19/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3 3 C39:Vert cracking/no cones;C1314:Cone&Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No: 16970,Report No:CON:0654137-52-C1 ©2000-2011 OESTLab by SpectraOESTcom Page 1 of 1