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C�NGRETE STRENGTH REPORT � GME Consultants,�n�. <br /> Project and Location: Minne�onka Center for the Arts Wayzata. Minnesota �a000 2�st Avenue North <br /> Architect/Engineer: Minneapo�is,MN 55447 <br /> General Contractor: �A,A Mortenson Companv Ph. (763)559-1859 <br /> Concrete Contractor: M.A Morten�2n Com�anX Fax(7s3)559-o720 <br /> Owner/Developer: <br /> GME Project Number: 9256-A <br /> CONCRETE SUPPLIER: <br /> Aggregate Induslries PLANT: � M�x 403N1 CUMULATNE QUANTITY: 9127 YDS <br /> SPECIFIED <br /> SLUMP(inch): 3-4" SPECIFIED AIR CONTENT(96): p 5+1% RE�UIRED STRENGTH AT 28 DAYS: . 4000 PS� <br /> MIX WAS NOT PLASTICIZFD� <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEfORE AfTER DATE AGE CYL Wf. MAX LOAD(�s- COMPRESSNE . <br /> SET NUMBER RECEIVED PLASTICIZER PLASTICIZC-R AIR% MIX PF) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) (orce) PASS YM <br /> LOCATION OF CONCRETE PLACEMENT STRENGTH si <br /> 6A 6/20/01 Footings 6 2.0 76 80 2:45 233 6/27 7 30.3 109700 3880 � <br /> 6g G/21/01 Grid 13(V-Z) 7/18 28 30.3 153100 5420 Y C <br /> 7/18 28 30.3 158400 5600 Y C <br /> 6C <br /> 6D SP <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice fo�Making and Curing Concrete Test Specimens in the Field .lUn2 27, 2001 <br /> ASTM C 39 Standard Test Melhod 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 Weighl,Yield 8 Air Content(Gravimetric)of Concrete JUIy 18, 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 Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Meihod <br /> ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 1064 Slandard Test Method(or Temperature of Freshly Mixed Portland Cement Concrete <br /> -� Tesl 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 casl 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 /> • Mr.Gary Gleason,P.E.-M.A.Mortenson Company T <br /> �. <br /> � Mr.Mark Schalbly-M.A.Mortenson Company � ' <br /> • Concrete Supplier • ��., <br /> Tammy A.Hakanson,P.E. <br /> co�� co��a�w s��u coon orw snoor s��a� c��"��°� Senior Project Engineer <br /> la) NI l�l fJl lal <br />