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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-20 (8) Professional Service Industries.Inc. °�Info�7nution 1, 6032 N.Cutter Circle,Suite 480 �nD 6032 N. OR 97217 1 �[J CCB No. 176269 l TO Build�(�On Phone:(503)289-1778 12-- a 3 7 0 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-50-:2 Issue No: 2 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 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 noncompliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH �� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 6/18/2013 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 5/20/2013 Date Received 5/22/2013 Measured Specified Slump(in) General Location CMU infill B at 5-6 to 4'in height Slump w/plasticizer(in) N/A Sample Location CMU 8"infill at GL B at 5-6 to 4'in height Air Temp(°F) 61 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 71 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 Low Unit Weight(pcf) ASTM c 138 Contractor SD Deacon Batch Size(yd') 12 Truck No. 695 Ticket No. 3975704 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Kenneth Jordison Time Batched 12:13 Weather NA Time Sampled 12:45 Est.Wind (mph) NA Yd'Placed 12.0 Time Placed 13:10 Est. Rh(%) 0 Time In Truck(mins) 57 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) TyplRemark Strength(psi) Strength(psi) 0654137-50-C2\1 05/27/13 7 3.12 3.51 6.14 0 B 57040 3 5210 • 0654137-50-C2\2 05/27/13 7 3.31 3.48 6.16 0 B 57835 3 5030 0654137-50-C2\3 06/17/13 28 3.01 3.32 6.13 B 70310 3 7050 2000 0654137-50-C2\4 06/17/13 28 2.99 3.44 6.18 B 65655 3 6380 2000 Average 28 Day Compressive Strength(psi) 6720 • Notes Remarks Fracture Type/Remarks.3=C39:Vert cracking/no cones;C1314 Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: CI 43. Form No:18970.Report No:CON 0654137-50-C2 ©2000-2011 OESTLab by SpecfraOEST com Page 1 of 1