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AMERICAN American Engineering Testing,Inc. <br /> St.Paul Albertville <br /> tv <br /> 550 Cleveland Ave N 5548 Barthel Ind Dr,Ste 500 <br /> / ENGINEERING St.Paul,MN 55114 Albertville,MN 55301 <br /> 1 <br /> (651)659-9001 (763)428-5573 <br /> TESTING, INC. Toll Free:(800)972-6364 www.amengtest.com <br /> Concrete Test Report <br /> Client: RINK-TEC INTERNATIONAL, INC CC: KENNETH <br /> ECKSTROM Thr documnt except <br /> shall not 1, ill1-5 \/(' <br /> reproduced, <br /> except in full,KYLE GILLESPIE without written approval <br /> Project: ORONO ICE ARENA TeTe UnAmericanI . Engineering <br /> 1025 OLD CRYSTAL BAY ROAD <br /> LONG LAKE, MN Date of Issue: 8/17/2017 <br /> Reviewed By: Derek VanHeuveln <br /> Job No: 20-15854 Senior Engineer <br /> Supplier: AVR <br /> Plant: Maple Grove,MN <br /> Mix: <br /> Specified Design Strength(psi): 3000 at age 28 days <br /> Date Sampled: 07/12/17 Specification: <br /> Date Received: 07/14/17 Measured Specified <br /> General Location: 1025 OLD CRYSTAL BAY ROAD Slump(In): ASTM C 143 5.5 3.00-5.00 <br /> Sample Location: Column footings for mezzanine Slump w/plasticizer(in): N/A <br /> Curing Method: Two day Field/Laboratory Cure Air Temp("F): 65 <br /> Field Sample No.: <br /> Field Cure Temp(°F)High: 70 Concrete Temp(°F): ASTM C 1064 84 <br /> Low: 74 Air Content(%) ASTM C 231 5.0 5.00-8.00 <br /> Contractor: Unit Weight(pcf): ASTM C 138 N/A <br /> Ticket no.: Truck No.: Volume of Density Measure(ft'): N/A <br /> Sampled By: Jim Essex Batch Size(yd'): 8.0 Time Batched: 14:10 <br /> Submitted By: Jim Essex Yd'Placed: 8.0 Time Sampled: 15:10 <br /> Weather: Inside structure Water Added(gal)Before: Time Placed: <br /> After: Time In Truck(mins): 60 <br /> Specimen ID Date Tested Age Diameter(in) Length(In) Area(in') Type of Ultimate Load Fracture Compressive <br /> (Days) Cap (1b1) Type/Remarks Strength(psi) <br /> 17-11650-C1\1 07/19/17 7 4.01 8.00 12.63 U 49940 5 3950 <br /> 17-11650-C1\2 08/09/17 28 4.00 8.00 12.57 U 65970 5 5250 <br /> 17-11650-C1\3 08/09/17 28 4.00 8.00 12.57 U 65390 5 5200 <br /> 17-11650-C1\4 Hold <br /> Average 28 Day Compressive Strength(psi) 5230 <br /> Required Strength(psi) 3000 <br /> RECEIVED <br /> AUG 21 2017 <br /> CITY OF ORONO <br /> 1.Sampling to ASTM C 172 Fracture Type:5=C39:Side fracture-opposite ends;C1314 Semi-Conical Break <br /> 2.Specimen(s)prepared to ASTM C 31 The average 28-day test result meets or exceeds the required strength. <br /> 3.Capping:B=Bonded ASTM C 617,11=Unbonded ASTM C 1231 <br /> Form No:18947,Report No:CTR:17-11650-C1 0 2000-2016 QESTLab by SpectraQEST.com Page 1 of 1 <br />