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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-11 (2) Professional Service Industries,Inc. In o��nation 6032 N.Cutter Circle,Suite 480 (d--- •^�Q Portland,OR 97217 /p_.�\7/� CCB No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 ,S f 2 -237 O Concrete Test Report Report No: CON:0654137-10 N 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 eevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written rermission 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 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH 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 247RNE7E00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 6/11/2013 Date Received 6/14/2013 Measured Specified Slump(in) ASTM C 143 3.00 General Location Fig.(interior)bale l pallet curbs A at 2.6-4.8 and A.4 at 2.6-4.8 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) \ 55 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 71 • Field Sample No Field Cure Temp(°F) High 80 Air Content(%) ASTM c 231 4.40 Low 64 Unit Weight(pcf) ASTM C 138 Contractor SD Deacon Batch Size(yd3) 7 Truck No. 695 Ticket No. 3976206 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Dale Russell Time Batched 13:15 Weather Overcast Time Sampled 14:55 Est.Wind(mph) NA Yd3 Placed 7.0 Time Placed 15:30 Est. Rh(%) 0 Time In Truck(mins) 135 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area Oita) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-109-C1\1 06/18/13 7 4.01 8.02 12.63 U 56115 3 4440 0654137-109-C1\2 07/09/13 28 U 4000 0654137-109-C1\3 07/09/13 28 U - 4000 0654137-109-C1\4 07/09/13 28 U 4000 0654137-109-C1\5 Hold U 4000 Average 28 Day Compressive Strength(psi) • Notes Remarks I.Samoling to ASTM C 172 • Fracture Type I Remarks:3=C39:veer cracking/no cones',C1314:Cone 8 Split, 2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: 0143. 3.Capping B=Bonded ASTM C 617.U=Unbonded ASTM C 1231,C=Combined Form No' 18970.Report No:CON:0654137.109-C1 ©2000-2011 OESTLab by SpectraOESTcom Page 1 oft