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CONCRETE STRENGTH REPORT �ME co�su�ta�ts,�n�. <br /> Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota 14000 21st Avenue North <br /> Architect/Engineer: James Dayton Desiqn Minneapors,MN 55447 <br /> General Contractor: M.A. Mortenson Companx Pn. (�63)55s-�s5s <br /> Concrete Contractor: M.A. Mo�tenson Company Fax(763)559-0720 <br /> Owner/Developer: <br /> GME Project Number: 9256-A <br /> CONCRETE SUPPLIER: A9gregate Industries PLANT: � 10/10/54 YDS <br /> MIX: H401A1 CUMULATIVE QUANTITY: <br /> SPECIFIED <br /> MIX WAS NOT PLASTICIZED: SLUMP(inch): q^ SPECIf1ED AIR CONTENT(%): 6+�°� REQUIRED STRENGTH AT 28 DAYS: 4000 pSl <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSNE <br /> SET NUMBER RECEIVED LOCAT�ON Of CONCRETE PLACEMENT P�`STICIZER PLASTICIZER AIR% MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N ' <br /> 16A 8l4/01 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) 8/31 27 29.3 127900 4520 Y C <br /> 16C "The Art Wall" 8/31 27 29.3 124200 4390 Y C <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 Melhod for Unit Weight,Yield&Air Content(Gravimetric)of Concrete Septemb2r 4, 2001 <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete <br /> ASTM C 173 Standard Tesl Method tor Air Content of Freshly Mixed Concrete by lhe Volumetric Method <br /> ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 10G4 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 Consultarits-No other information is available <br /> � Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless otherwise noted. <br /> Coples To: Types of Fracture ASTM C39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company <br /> • Mr.Mark Strelnieks-M.A.Mortenson Company <br /> • Mr.James Dayton-James Dayton Design. I � <br /> • Concrete Supplier i I I � i Tammy A.Hakanson,P.E. <br /> �.,�,., �,���„�,�,�s�,�,���,���:������,.�:,, ��,.�:,� �o�,�������•� Senior Project Engineer <br /> ,.�, o�r ��.� ���� i�•� <br />