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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-4 (5) • Professional Service Industries,Inc. r�r .�-11Q--1 Information 6032 N.Cutter Circle,Suite 480 /(��9- - CCB No. 1/76269217 //' S qq 7J .To Build On Phone:(503)289-1778 fill-. "�� ©�G_0 �® /Engineenng . Consulting • Testing Fax:(503)289-1918 Concrete Test Report 273o JJafityctc Report No: CON:0654137-95-C2 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest 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.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 of engagement. ERIC EVENSON Project:. WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Pnest(Special Project Manager) Date of Issue: 6/12/2013 Mix Data Mix Data Submitted By Knife River Material Source. Amount Moisture(%) Supplier Knife River Cement(Ib) N/A Plant Knife River Prestress Fly Ash(Ib) N/A Mix Identification 081-35CE4C00 Coarse Agg 1 (Ib) 1.00 Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2 (Ib) 1.00 Design Unit Weight(pct) Fine Agg (Ib) 3.60 Cement Factor(Sacks/yd') Admix Agg(Ib) N/A Water-Cement Ratio(Ib/Ib) Water(gal) N/A Details of Sample Date Sampled 6/4/2013 Date Received 6/5/2013 Measured Specified Slump(in) ASTM 0143 4.00 2_10 4 General Location Store front entrance Slump w/plasticizer(in) N/A Sample Location Vestibule,East of gridline G from 1.8 to 3.1, Air Temp(°F) 69 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 72 Field Sample ID C-2 Field Cure Temp(°F) High Air Content(%) ASTM c 231 1.20 3.5 co 6.5 Low Unit Weight(pot) ASTM C 138 146.3 Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 380 Ticket No. 3978341 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Glenn Meek Time Batched 08:55 Weather Clear Time Sampled 22:05 Est.Wind(mph) 0-3mph Yd'Placed 10.8 Time Placed 09:10 Est. Rh(%) 52 Time In Truck(mins) 15 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) TypetRemark Strength(psi) Strength(psi) 0654137-95-C2\1 06/11/13 7 4.01 8.02 12.63 U 67050 2 5310 0654137-95-C2\2 07/02/13 28 U 3500 0654137-95-C2\3 07/02/13 28 U 3500 0654137-95-C2\4 07/02/13 28 U 3500 0654137-95-C2\5 07/30/13 56 U 3500 Average 28 Day Compressive Strength(psi) Notes Remarks I sampling to ASTM C 172 Fracture Type I Remarks:2=C39:Ven crack/cone opposite end:C1314:Cone 8 Shear, 2.specimen(s)Prepared to ASTM C 31 Mix ID a 081-7RNE5300,This is a non air entrained mix. ].Capping B=Bonded ASTM C 617.u=unoonded ASTM C 1231,C=combined Form No:18970.Report No:CON:0654137-95-C2 @2000-2011 OESTLab by Spectra0EsT.com Page 1 of 1