HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-29 (2) Professional Service Industries,Inc. If2 f OY171Clt lOYl �� 6032 nd,Cutter 97217 she aeo • p'', Portland,OR 97217' To Build On - 1/ CCB No.176269 ` Phone:(503)289-1778 Engineering• Consulting • Testing ill Fax:(503)289-1918 sp,zei(7 -91390 Report No: CON:0654137-71-C1 Concrete Test Report !!�� Issue No: 1 I Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specifc locations and matenals nosed and may not represent any other locations or elevations.This report may nol 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 Me reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope of engagement. ERIC EVENSON Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Speual Project Manager) Date of Issue: 6/6/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 2420G3R500 Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/29/2013 Date Received 6/3/2013 Measured Specified Slump(in) 10.00 General Location 8"cmu wall A at 2.6-4.8 from 18th to 21st course(finish) Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 55 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 64 Field Sample No Field Cure Temp(°F) High Air Content(Y0) ASTM C 231 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yd°) 2.5 Truck No. 558 Ticket No. 3975875 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 06:26 Weather Overcast Time Sampled 07:10 Est.Wind(mph) NA Yd°Placed 2.5 Time Placed 07:20 Est.Rh(%) 0 Time In Truck(mins) 54 Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-71-C1\1 06/05/13 7 3,31 3.36 6.25 0 B 44175 3 3980 0654137-71-C1\2 06/05/13 7 3.10 3.38 6.10 0 B 43750 3 4180 0654137-71-C1\3 06/26/13 28 B 2000 0654137-71-C1\4 06/26/13 28 B 2000 Average 28 Day Compressive Strength(psi) • Notes Remarks • Fracture Type/Remarks:3=C39_yen cracking/no cones;C1314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970,Report No:CON 0654137-71-C1 ID 2000-2011 OESTLab by SpectraOEST com Page 1 of 1