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CONCRETE STRENGTH REPORT <br /> � GME Consuitants,lnc. <br /> Project and Location: Minnetonka Center for the Arts Wayzata Minnesota ta000 2�st Avenue rvonn <br /> Architect/Engineer: ,�ames Dayton DesigIl Minneapolis,MN 55447 <br /> General Contractor: M.A. Mortenson ComRanv Ph. (763)559-1859 <br /> Concrete Contractor: M.A. Mortenson Companv Fax(�ss)5ss-o�2o <br /> Owner/Developer: <br /> GME Project Number: 9256-A <br /> CONCRETE SUPPLIER� Aggregate Industries PLANT: 1 MIX: H401A1 CUMULATIVE UANTITY: 9/9/53 YDS <br /> ' SPECIf1ED <br /> MIX WAS NOT PLASTICIZE�: SIUMP(inch): 3_q^ SPECIFIED AtR CONTENT(%): 5..7q6 RE�UIRED STRENGTH AT 2B DAYS: 4000 pSl <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- <br /> SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX('F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) COMPRESSIVE pASS YM ' <br /> LOCATtON OF CONCRETE PLACEMENT STRENGTH si <br /> 17A 8/9/01 South Wall 2 7.0 80 84 1:45 129 8/16 7 29.3 103400 ' �368A C <br /> 176 8/10/01 Grids(G.5)2-H(2) g�g 28 <br /> 17C West Portion g�g 28 <br /> 17D SP <br /> Date Reporl Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field AuguSt 16, 2001 <br /> ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens <br /> ASTM C 94 Standard Specification for Ready-Mix Concrete C'/���� C��'� <br /> ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete F��• <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete rI ����� <br /> r <br /> ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method � � <br /> ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete `� <br /> -� Test specimens were cast by GME Consultants,Inc. w <br /> Test specimens were not cast by GME Consultants-No other information is available �i <br /> -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. <br /> Copies To: Types of Fracture ASTM C39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company `- -- -' � -�-- '- -- <br /> 1 i,;.. _� <br /> � Mr.Mark Strelnieks-M.A.Mortenson Company <br /> • Mr.James Dayton-James Dayton Design <br /> • Concrete Supplier Tammy A.Hak on,P.E. <br /> cooe.ra sp�n cone erw sneer snear , Senlor ProJect Engineer <br /> cooa cm�moa. <br /> (el (el (o) (a) (e) <br />