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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-24 (4) Professional Service Industries,Inc. [�]c n V Inf 0i- tion 6032 N.Cutter Circle.Suite 480 Tr^^aa Build R / Portland,OR 97217 CCB No. 176269 u •To uild On Phone.(503)289-1778 s la— 237o Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06541No: 1 Isssue sue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and malenals 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 fut without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.R 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 EVENSON 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: 6/6/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(Ye) Supplier Knife River Cement(Ib) N/A Plant Knife River Prestress Fly Ash(Ib) N/A Mix Identification 2420G3R500 Coarse Agg (Ib) Specified Design Strength(psi) 2000 at age 28 days Fine Agg (Ib) Design Unit Weight(pcf) Admix Agg (Ib) N/A Cement Factor(Sacks/yd') Water(gal) N/A Details of Sample Date Sampled 5/24/2013 Date Received 5/27/2013 Measured Specified Slump(in) ASTM C 143 11.00 General Location 8"cmu wall A at 2.6-4.8 form 7th to 12th course Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 53 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 69 Field Sample No Field Cure Temp(°F) High Air Content We) ASTM C 231 Low Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd°) 4 Truck No. 690 Ticket No. 3975830 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 12:15 Weather Mild Time Sampled 12:55 Est.Wind (mph) NA Yd'Placed 4.0 Time Placed 13:05 Est. Rh (%) 0 Time In Truck(mins) 50 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) 0654137-54-C2\1 05/31/13 7 3.32 3.50 6.28 0 B 49085 3 4230 0654137-54-C2\2 05/31/13 7 3.41 3.46 6.25 0 B 48600 3 4130 0654137-54-C2\3 06/21/13 28 B 2000 0654137-54-C2\4 06/21/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones:01314:Cone E.Split, Form No:18970,Report No:CON:0654I37-54-C2 ©2000-2011 OESTLab by SpecfraOEST com Page 1 of 1