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CONCRETE STRENGTH REPORT GME Consultants,���. <br /> Project and Location: �Ainnetonka Center for the Arts, Wayzat� Minnesota 14000 21st Avenue Norih <br /> ArchitecUEngineer: James Dayton Des�.gn Minneapoiis,MN 55447 <br /> General Contractor: M.A. Mortenson Companv Ph. (�s3)s5s-�sss <br /> Concrete Contractor: M.A. Mortenson Com a�nX Fax(763)559-0720 <br /> OwneNDeveloper: <br /> GME Project Number. 9256-A <br /> CONCRETE SUPPLIER: Aggregate Industries PLANT: MIX: H401A1 CUMULATNE QUANTITY: 10/1N54 YDS <br /> SPECIFIED <br /> MIX WAS NOT PLASTICIZED: SLUMP(inch): q^ SPECIFIED AIR CONTENT(°,6): 6+�% REQUIRED STRENGTH AT 28 DAYS: 4000 PSI <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL Wf. MAX LOAD(Ibs- COMPRESSIVE <br /> SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR% MIX(°F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) PASS YM • <br /> STRENGTH si <br /> 16A 8/4/01 Wall 41/2 6.0 84 75 8:15 95 8/13 9 29.0 112200 ,3970 D <br /> 16B 8/9/01 Grid 9.9(H-H.6) g/� yg <br /> 16C 'The Art Wall" g�� 28 <br /> 16D SP <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field August 13, 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 <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 Hydrautic Cement Concrete <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete <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. � <br /> Test specimens were not cast by GME Consultants-No other information is available <br /> -. Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 inZ unless otherwise noted. <br /> Copies T0: Types of Fracture ASTM C39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company ---- — - — — — _ - � � <br /> • Mr.Ma�k Strelnieks-M.A.Mortenson Company � i1� ( <br /> • Mr.James Dayton-James Oayton Design � ;�, � . `� ` `'�� <br /> � Concrete Supplier Tammy A.Hakanson,P.E. <br /> ----- --_ _... • _ . __ .__ �= <br /> c��� �o�a a�a 5Pw co�eb 5hee, s�ea, co��m�e, Senior Project Engineer <br /> la) Ibl (�) (�q (�) <br />