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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-10 (2) / ^ Professional Service Industries,Inc. hr jçç '3fl. Information 6032 N.Cutter Circle.Suite 480 /�rs/�7 [ ll. Portland,OR 97217 / �7 tl �❑ To Build On Phone:(503)289-1778 S 1 Z—/–S 70 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-24-:1 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 non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 DAVID NICHOLS PSI scope or 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: 6/9/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 24RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample Date Sampled 5/10/2013 Date Received 5/13/2013 Measured Specified Slump(in) ASTM C 143 4.00 General Location Ftg.grid line A at 2.6 to 80'N. Slump w/plasticizer(in) N/A Sample Location Middle of fig. Air Temp(°F) 87 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 71 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM C 231 4.50 Low Unit Weight(pcf) ASTM c 138 141.3 Contractor SD Deacon Batch Size(yd') 10.8 Truck No. 554 Ticket No. 3975488 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 11:46 Weather Clear Time Sampled 12:30 Est.Wind(mph) NA Yd'Placed 10.8 Time Placed 13:00 Est. Rh(%) 0 Time In Truck(mins) 74 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-24-C1\1 05/17/13 7 4.01 8.00 12.63 U 58655 2 4640 0654137-24-C1\2 06/07/13 28 4.01 8.01 12.63 U 79545 3 6300 3500 0654137-24-C1\3 06/07/13 28 4.01 8.01 12.63 U 81480 3 6450 3500 0654137-24-C1\4 06/07/13 28 4.01 8.01 12.63 U 76715 3 6070 3500 0654137-24-C1\5 07/05/13 56 U 3500 Average 28 Day Compressive Strength(psi) 6270 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314'Cone 8 Split, 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump: 0143. Form No:18970,Report No:CON:0654137-24-01 ©2000-2011 QESTLab by SpectraOESIcom Page 1 of 1