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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-28 (4) /�'' Professional Service Industries,Inc. (1 '°�J Information 6032 N.Cutter 7217 Suite 480 /111-=-77`))°, T✓,C 40J Portland,32N. OR 97217 Build CCB No.176269 q s. ' .To On Phone:(503)289-1778 4 2' 127& C... Engineering • Consulting• Testing Fax:(503)289-1918 t� Concrete Test Report Report No: CON:0654137-70-: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 report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.except in lull,without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.If non-compliance appears on this report.to the extent that Ole reported non-compliance impacts the project.the resolution is outside the BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope of engagement. ERIC EVENSON r Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH /r SPRINGFIELD, OR ROBERT CASTILE / -z WILSON HU Approved Signatory:Deborah Priest■speoat Project manager) Date of Issue: 6/5/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 2420G3K500 Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/28/2013 Date Received 6/3/2013 Measured Specified Slump(in) 10.00 General Location Truck screen 8"cmu wall A at 2.648 12th-18th course Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 57 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1084 67 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pct) ASTM C 138 Contractor Batch Size(yd') 4 Truck No. 382 Ticket No. 3975858 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 11:43 Weather Mild Time Sampled 12:35 Est.Wind (mph) NA Yd'Placed 4.0 Time Placed 12:45 Est.Rh(%) 0 Time In Truck(mins) 62 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(lbf) TypelRemark Strength(psi) Strength(psi) 0654137-70-C2\1 06/04/13 7 3.48 3.66 6.02 0 B 48490 3 3810 0654137-70-C2\2 06/04/13 7 3.46 3.66 6.00 0 B 47050 3 3730 0654137-70-C2\3 06/25/13 28 B 2000 0654137-70-C2\4 06/25/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3 v C39:Vert cracking/no cones:C1314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON:0654137-70-C2 ©2000.20t10ESTLab by SpeclraOEST.com Page 1 of 1