Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-10 (5) • /"— Professional Service Industries,Inc. Q p Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 TT rj ),j CCP No.176269 5/p 2 w 7© )I3Lll j�On Phone:(503)289-1778 L g 1 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06547 N Issue ssue No:o: 1 1 Client: WAL-MART STORES. INC. CC: BLAKE JOHNSON These test 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 DAVID NICHOLS reproduced.except in lull,without watten permission by Professional Service 5570 ERIC EVENSON Industnes.Inc.Ita non-compliance appears on this report,to the extent that the reposed non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH PSlscope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD,OR Approved Signatory Deborah Priest(Special Project Manager) Date of Issue: 5/20/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 247RNE7E00 Specified Design Strength(psi) 4000 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 Slab on Grade Slump w/plasticizer(in) N/A Sample Location A.8-13,9 at 1.7-2.2 Air Temp(°F) 66 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 71 Field Sample No Field Cure Temp(°F) High Air Content(T.) ASTM C 231 1.20 Low Unit Weight(pcf) ASTM C 138 144.3 Contractor SD Deacon Batch Size(yd') 10 Truck No. 564 Ticket No. 397506 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 08:23 Weather Clear . Time Sampled 09:30 Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 09:45 Est.Rh(Ta) 0 Time In Truck(mins) 82 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-C2\1 05/17/13 7 4.01 8.00 12.63 U 50815 2 4020 0654137-24-C2\2 06/07/13 28 U 4000 0654137-24-C2\3 06/07/13 28 U 4000 0654137-24-C2\4 06/07/13 28 U 4000 0654137-24-C2\5 07/05/13 56 U 4000 Average 28 Day Compressive Strength(psi) • Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:yen 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=Bonded ASTM C 617,U=Unhonded ASTM C 1231,C=Combined Form No:18970,Report No:CON.0654137-24-C2 ©2000-2011 OESTLab by Spectra0EST.com Page 1 of 1