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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-20 (9) r JC • Professional Service Industries,Inc. ..] Information 6032 N.Cutter Circle,Suite 480 7 Portland,OR 97217 ^ ?a 4To BuilCl On ; COB No 176269 - Phone'.(503)289-1778 1 Engineering • Consulting• Testing Fax:(503)289-1918 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 specifc 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 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 protect,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 Protect Manager) Date of Issue: 6/18/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) 2735 N/A Plant Fly Ash (Ib) 685 N/A Mix Identification 7RNE5300 Coarse Agg 1 (Ib) 4650 2.90 Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2(Ib) 4700 1,70 Design Unit Weight(pcf) Fine Agg (Ib) 6430 4.30 Cement Factor(Sacks/yd') 7.26 Admix Agg (Ib) Pozz 80 142.0 N/A Water-Cement Ratio(Ib/Ib) 0.38 Water(gal) 85.0 N/A Details of Sample Date Sampled 5/20/2013 Date Received 5/22/2013 Measured Specified Slump(in) ASTM C 143 4.00 2 To 4 General Location truck leveler dock slabs at gidlines A.1 to A.4 from 2.4 to 2.6 Slump w/plasticizer(in) 0.00 Sample Location A.3/2.6 Air Temp(°F) 71 Curing Method Two day Field/Laboratory Cure Concrete Temp(5F) ASTM c 1064 66 Field Sample No Field Cure Temp(5F) High Air Content(%) ASTM c 231 1.40 3.5 To 6,5 Low Unit Weight(pcf) ASTMC 138 145.7 Contractor Dynasty Concrete Batch Size(yd') 5 Truck No. 64 Ticket No. 3975705 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Kenneth Jordison Time Batched 12:19 Weather Clear Time Sampled 13:20 Est.Wind(mph) 0-3mph Yd'Placed 5.0 Time Placed 13:10 Est. Rh(%) 77 Time In Truck(mins) • 51 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) TypelRemark Strength(psi) Strength(psi) 0654137-56-C1\1 05/27/13 7 4.01 8.00 12.63 U 60030 3 4750 0654137-56-C1\2 06/17/13 28 4.01 8.01 12.63 - U 80180 3 6350 3500 0654137-56-C1\3 06/17/13 28 4.01 8.01 12.63 U 81250 3 6430 3500 0654137-56-C1\4 06/17/13 28 4.01 8.01 12.63 U 82480 3 6530 3500 0654137-56-C1A5 07/15/13 56 U 3500 Average 28 Day Compressive Strength(psi) 6440 Notes Remarks I.Sampling to ASTM C 172 fracture Type/Remarks:3=C39:yen cracking/no cones,C1314:Cone&Split, 2.Soecimen(s)Prepared to ASTM C 31 Cylinders should be labeled 7.28.28,28,11 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined Form No:18970,Report No:CON 0654137-56-C1 ©2000-20110ESTLab by SpectraoESTcom Page 1 oft