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A��n�r��? American Engineering Testing, Znc. <br /> 1111.E117 Shc llt P3U1 �nl6ertvi 11 e <br /> ENGINEERIII G 550 Cleveland Ave NI5548 Barthel Ind Dr, Ste S00 <br /> St. Paul, htN 55114 �nlbertville, MN 55301 <br /> � i1�T (651)659-9001 1C763)428-5573 <br /> ,�Til��� �N�,+ Toll Free:(800)972-6364 <br /> _ www.amengtest.com <br /> Concrete Test Report <br /> Client: HENNEPIN COUNTY PROPERTY CC: GREGORY Thisdoamentshallnot <br /> SERVICES MOORE �'�°d'�ed,exceptin <br /> full,witl�out wrilten <br /> Projec� 20-12983 RYAN SCHMIDT ��.�T��+ <br /> ORONO MAINTENANCE BUILDING ADDITION Date of Issue: 7/27/2015 <br /> 3880 SHORELINE DRIVE Reviewed By: RYAN SCHMIDT <br /> Supptler Cemstone <br /> Plant CEMSTONE <br /> Mix IdentiHcaUon 5pg7p <br /> Specified Dealgn Strength(psi) 5000 at age 28 days <br /> Date Sampled 6/25/2015 Date Received 6/26/2015 Measured Specifled <br /> Slump(fn)�TM c�aa 5.50 0—4 <br /> General LocaUon Slab-on-grade Slump w/plasticizer(in) N/A <br /> Sample Location Grid A-B,1-2 Air Temp('F) 77 <br /> Curing Method One day Field/Laboratory Cure Concrete Temp(°F)qgTM C 1064 73 <br /> Field Sample No Fteld Cure Temp(°F) High N/A Air Cor�tent(%),�rM c 2st 1.4 0—3 <br /> Low N/A Unit Weight(pcn,�rM c�aa N!A N/A <br /> Contractor N/A Volume of Density Nleasure(R') N/A <br /> TruCk NO. 813 TlCket No. 3527718 BatCh Si28(yd') 9 <br /> Sampied By NICK CHOUANARD Water Added(gal) Before N/A <br /> Submitted By SHAUN BARBER After N/A <br /> Weather Sunny Time Batched 09:47 <br /> Est Wind(mph) N/A Yd'Placed 26.0 Time Sampled 10:30 <br /> Est Rh(%) N/A Time Placed 10:50 <br /> Tlme In Truck(mins) 63 <br /> Specimen ID Date Tested Age Dimensions(In) Area(irr') Type of Ultimate Fracture Compressive Required <br /> (Days) Diameter Height Cap Load(Ib� TypelRemark Strength(psi) Strength(psi) <br /> 20-12983-1\1 07/02/15 7 4.01 8.00 12.63 U 57960 5 H 4590 WA <br /> 20-12983-112 07/23/15 28 4.01 8.00 12.63 U 74990 4 G 5940 4000 <br /> 20-12983-1\3 07/23/15 28 4.01 8.00 12.63 U 76960 5 G 6090 4000 <br /> 20-12983-144 Hold 4000 <br /> Average 28 Day Compressive Strength(psi) 6020 <br /> 1.Sar�lirg to ASTM C 772 Frachre Type/Remarks:4=C39:Diagon�fradure,5=p3.Side hactureapposite erMs,G= <br /> 2.Spedmen(s)Prepared to ASTM C 31 The averege 28�day test result meeta or exceeds the requred strenglh,H=The 7-dey test result <br /> 3.Capping:B=Bonded ASTM C 617,U=Unbonded ASTM C 1231 meets or exceeds the 28�day required sirenglh <br /> Form No:18970,Report No:CAN2t�72983-WrrC1 O 2000-2013 QESTLab by SpecbaQEST.com Page 1 of 1 <br />