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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-10 (4) • r� ' Professional Service Industries,Inc. 7L Information 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 c711 TD ]!, CCB No.176269 512-x 710 o Build On Phone:(503)289-1778 Engineering• Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0 6 541 37-2N :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 DAVID NICHOLS reproduced,except in lull,without written permission by Professional Service 5570 ERIC EVENSON Industries,Inc.It a non-compliance appears on this repon,to the extent that the reponed non-compliance impacts the protect,the resolution is outside the BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH PSI scope et engagement. ROBERT CASTILE _ _- Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU L//��%// SPRINGFIELD,OR Approved Signatory:Deborah Priest(Special Prolecl Manager) Date of Issue: 5/20/2013 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 ftg. 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(%) 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(To) 0 Time In Truck(mins) 74 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in2) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-24-C1 11 05/17/13 7 4.01 8.00 12.63 U 58655 2 4640 0654137-24-C112 06/07/13 28 U 3500 0654137-24-C113 06/07/13 28 U 3500 0654137-24-C1\4. 06/07/13 28 U 3500 0654137-24-C1\5 07/05/13 56 U 3500 Average 28 Day Compressive Strength(psi) • Notes Remarks I.Sanlpling to ASTM C 172 Fracture Type/Remarks:2=C39.Vert crack/cone opposite end:C1314:Cone&Shear, 2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: C143. 3.Capping B=Bonder)ASTM C 617,U=Unhonded ASTM C 1231,C=Combined Fnrnt No 18970,Report No CON.0654137-24CI ©2000-2011 OESTLab by SpectraQEST.com Page 1 of 1