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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-8 (4) Professional Service Industries.Inc. ° Information 6032 N.Cutter Circle,Suite 480 rl--t/11-7I 0 Portland,OR 97217 �(I,v�� GCB No. 176269 ngi .To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 is 70 Concrete Test Report Report No: CON:06541 N Issue ssue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and matenals 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.Ire 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. EVENSON JERKOVICH ERIC N Project: WM 4178-00 SPRINGFIELD OR TO ERIC RYKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) _ Date of Issue: 6/6/2013 Mix Data r Supplier Knife River Plant Knife River Prestress Mix Identification 24RNE5300 Specified Design Strength(psi) 3500 at age 28 days , Details of Sample Date Sampled 5/8/2013 Date Received 5/10/2013 Measured Specified Slump(in) ASTM C 143 5.00 General Location SOG D.6-F.5 at 2.8-4.6.F.5 at 1.2-6,F.5 to E.6 at 5.7 Slump w/plasticizer(in) N/A Sample Location SOG 3.9-4.5 at D.5-E.1 Air Temp(°F) 50 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 69 Field Sample No Field Cure Temp(°F) High 81 Air Content(Ye) ASTM C 231 1.70 Low 55 Unit Weight(pcf) ASTMC 138 Contractor Dynasty Concrete Batch Size(yd') 10 Truck No. 694 Ticket No. 3975386 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Dale Russell Time Batched 06:28 Weather Sunny Time Sampled 07:20 Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 07:40 Est. Rh(Va) 0 Time In Truck(mins) 72 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(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-22-C1\1 05/15/13 7 4.00 8.02 12.57 U 66590 2 5300 0654137-22-C1\2 06/05/13 28 4.01 8.00 12.63 U 90565 3 7170 3500 0654137-22-C1\3 06/05/13 28 4.01 8.00 12.63 U 88980 3 7050 3500 0654137-22-C1\4 06/05/13 28 4.01 8.00 12.63 U 90495 2 7170 3500 0654137-22-C1\5 07/03/13 56 U 3500 Average 28 Day Compressive Strength(psi) 7130 Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear.3= 2.Specimenls)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone&Split. 3 Capping B=Bondeo ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970,Report No:CON:0654137-22-C1 ©2000-2011 QESTLab by SpectraQEST.com Page 1 oft