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CONCRETE STRENGTH REPORT <br /> GME Consultants,Inc. <br /> Project and Location: Minnetonka Center for the Arts l�layzata, MlflflesOt2 14000 21st Avenue North <br /> Architect/Engineer: ,�ames Dayton Desian Minneapolis,MN 55447 <br /> General Contractor: M.A. Mortenson Com a�n� Ph. (763)559-1859 <br /> Concrete Contractor: 1111.A. Mortenson Comoanv Fax(�ss)s5s-o72o <br /> Ow�r er/I�s�relo�3er: <br /> ;�, <br /> �V f,, <br /> GME Project Number: 9256-A <br /> .ebNCRE�E�SUPPLIER: Aggregale Industries PLANT: 1 MIX: H401A1 CUMULATIVE UANTITY: 9�153 YDS <br /> =. ! <br /> , J� i� SPECIF�ED <br /> MIX WAS NOT PLASTICIZED: SLUMP(inch): 3.q�• SPECIFIED AIR CONTENT(%): �7� RE�UIRED STRENGTH AT 28 DAYS: 4000 p51 <br /> �` DATE CAST <br /> SLUMP(inch) TEMPERATURE <br /> -'"' DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- <br /> SET NUMBER RECEIVED LOCAT�ON OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR% MIX(�F) AIRq F) TIME TRUCK# TESTED (days) (Ibs) (��) COMPRESSIVE pASS YM • <br /> STRENG7H si <br /> 17A 8/9/01 South Wall 2 7.0 80 84 1:45 129 8/16 7 29.3 103400 ' �3@90 C <br /> 176 8/10/01 Grids(G.5)2-H(2) 9�6 28 <br /> ��C West Portion 9/6 28 <br /> 17D <br /> sp <br /> Date Report 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 <br /> ASTM C 138 Standard Test Method for Unit'Neight,Yield&Air Content(Gravimetric)of Concrete <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Conerete <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 To: <br /> Types of Fracture ASTM C39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company ':- -- � --r-� - ----. - - •• � <br /> �l I �:': � <br /> • Mr.Mark Strelnieks-M.A.Mortenson Company <br /> • Mr.James Dayton-James Dayton Design <br /> • Concrete Supplier � ' ' �� I am <br /> T my A.Haka on,P.E. <br /> ___. . ` - J ,' <br /> ���a co�.�w sP�a oo�e e,,,s�ee� sh<., oo��m�e, Senior Project Engineer <br /> (a) ro) (c) (d) (e) , <br />