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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-24 (6) Professional Service Industries.Inc. n 6032 N.Cutter Circle,Suite 480 �[ p Information Portland,OR 97217 2780 6 �t 0 .To Build On CCB No.176269 �'l�-_23�� Phone:(503)289-1778 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 lest 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 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 KATYRYN �� Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Special Protect Manager) Date of Issue: 6/6/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) 5845 N/A Plant Fly Ash(Ib) 1570 N/A Mix Identification 7RNE5300 Coarse Agg 1 (Ib) 3/4 Crush 10170 2.80 Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2(Ib) 3/4 10050 2.90 Design Unit Weight(pcf) 147.9 Fine Agg (Ib) SAND 13530 3.50 Cement Factor(Sacks/yd') 7.26 Admix Agg(Ib) Pozz 80 296.0 N/A Water-Cement Ratio(Ib/Ib) 0.38 Water(gal) 188.0 N/A Details of Sample Date Sampled 5/24/2013 Date Received 5/27/2013 Measured Specified Slump(in) ASTM C 143 4.00 2 To 4 General Location Interior,6" freezer topping slab,truck dock walls,5112'5,0.3.6' Slump w/plasticizer(in) N/A Sample Location freezer toppinLn g Sr,lab Air Temp(°F) 53 rrid<o.P d i I Curing Method Three day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 62 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 1.60 3.5 To 6,5 Low Unit Weight(pct) ASTM C 130 147 147.9 Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 387 Ticket No. 3975813 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 08:26 Weather Overcast with wind Time Sampled 21:20 Est.Wind(mph) 0-4mph Yd'Placed 25.8 Time Placed 09:10 Est. Rh(%) 63 Time In Truck(mins) 44 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) 0654137-60-C1\1 05/31/13 7 4.01 8.00 12.63 U 64060 2 5070 0654137-60-C1\2 06/21/13 28 U 3500 0654137-60-C1\3 06/21/13 28 U 3500 0654137-60-C1\4 06/21/13 28 U 3500 0654137-60-C1\5 07/19/13 56 U 3500 Average 28 Day Compressive Strength(psi) Notes Remarks 1.Sampling to ASTM C 172 Fracture Type I Remarks:2=C39:Vert crack/cone opposite end;01314:Cone&Shear, 2,Spenmenls)Prepared to ASTM C 31 Mix ID 081-7RNE5300,Cylinder frequency at 7,28.28,26,H 3,Capping B=Oonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined first two loads place with the use of a pump truck,last load place directly from mix truck into forms. Form No:18970,Report No'CON:0654137-60-CI 02000-2011 OESTLab by SpectraOEST.com Page 1 of 1