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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (7) Professional Service Industries.Inc. c o Information 6032 N.Cutter Circle,Suite 480 �-r}nn Portland,OR 97217 > /G:7 CCB No.176269 To Build On Phone:(503)289-1778 5 l Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0 6541 3 7-5N :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 full.without written permission by Professional Service 5570 ERIC EVENSON 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 KATYRYN JERKOVICH PSI scope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD, OR - 2 Approved Signatory:Deborah Priest(Special Protect Manager) Date of Issue: 5/30/2013 Mix Data . Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) 3300 N/A Plant Fly Ash(Ib) slag 1245 N/A Mix Identification 247RNE7E00 Coarse Agg 1 (lb) 3/4" 5760 2.90 Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 2(Ib) 3/4"Crush 5830 1.70 Design Unit Weight(pcf) 142.6 Fine Agg(lb) sand 8110 5.80 Cement Factor(Sacks/yd') Admix Agg 1 (Ib) MBAE 90 18.0 N/A Water-Cement Ratio(lb/lb) 0.38 Admix Agg 2(Ib) Pozz 80 178.0 N/A Water(gal) 101.0 N/A Details of Sample . Date Sampled 5/22/2013 Date Received 5/23/2013 Measured Specified Slump(in) 4.50 3-5 General Location (2)Knee wall footings East of gridline G/1 to 1.6 Slump w/plasticizer(in) N/A Sample Location Same as above • Air Temp(°F) 44 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 56 Field Sample No Field Cure Temp(°F) High Air Content(Ye) ASTM c 231 4.80 3.5—6.5 Low Unit Weight(pcf) ASTM c 138 143.2 142.6 Contractor Dynasty Concrete Batch Size(yd') 6.5 Truck No. 558 Ticket No. 3975747 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Robert Barron Time Batched 08:45 Weather Sprinkling Time Sampled 09:45 -Est.Wind(mph) 0-4mph 'id'Placed 6.5 Time Placed 09:33 Est. Rh(%) 80 Time In Truck(mins) 48 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) Type/Remark Strength(psi) Strength(psi) 0654137-58-C1\1 05/29/13 7 4.01 8.01 12.63 U 56940 2 4510 0654137-58-C1\2 06/19/13 28 U 4000 0654137-58-C1\3 06/19/13 28 U 4000 0654137-58-C1\4 06/19/13 28 U 4000 0654137-58-C1\5 07/17/13 56 U 4000 Average 28 Day Compressive Strength(psi) • • Notes Remarks 1.Sampling 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 Mix design#7RNE7E00 3-Gapping B=Bonded ASTM C 617.u=Unbanded ASTM C 1231,C=Combined Forte No:18970.Report No:CON:0654137-58-C1 p 2000-2017 OESTLab by SpectraoESTcom Page 1 of 1