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CQNCRETE STRENGTH REPORT GME Consultants,�n�. <br /> Project and Location: Minnetonka Center for the Arts.Wayzata. Minnesota 14000 21st Avenue North <br /> Architect/Engineer: nninneapoiis,MN 55447 <br /> General Contractor: M A Mortenson Companv Ph. (763)559-1859 <br /> Concrete Contractor: M.A. Mortenson Companv Fax(7s3)55s-o�2o <br /> OwneNDeveloper: <br /> GME Project Number: 9256-A <br /> CONCRETE SUPPLIER� P�T� � MIX: CUMULATIVE�UANTITY: YDS <br /> SPECIFIEO <br /> SLUMP(inch): SPECIFIED AIR CONTENT(�): REQUIRED STRENGTH AT 28 DAYS: 4000 P51 <br /> MIX WAS NOT PLASTICIZEO: <br /> DATE CAST SLUMP(inch) TEMPERATURE � <br /> DATE BEFORE AFTER DATE AGE CYl WT. MAX LOAD(Ibs- COMPRESSNE <br /> SET NUMBER RECENED LOCAT�ON OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR S6 MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (ros) �0�1 STRENGTH si PASS Y/N • <br /> 9A 7/2/01 Footing 7/9 7 30.3 120200 4250 D <br /> 9B 7!5l01 Line(SV1n 7/30 28 30.3 159900 5660 Y D <br /> 9C 7/30 28 30.5 159200 5630 Y C <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field .lUly 9, 2001 <br /> ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Tesl 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 July 30, 2001 <br /> . ASTM C 143 Standard Test Method(or Slump of Hydraulic 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 Cemenl 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 To: Types of Fracture ASTM C39 • <br /> — -- —� .. — _ _---- .... -- <br /> � Mr.Steve Blaser-M.A.Mortenson Company � <br /> • Mr.Mark Strelnieks-M.A.Mortenson Company <br /> • Mr.James Dayton-James Dayton Design . <br /> • Concrete Supplier I' Tammy A.Hakanson,P.E. <br /> '--- __ _-- — ---�' `__ __ <br /> �o� �a�.�5����e�e ab S�e., S�e„ oo,�m�e, Senior Project Engineer <br /> �e� �o� c�� ca, ca> <br />