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.....�.v� �� � � v i ����vv I n t'�CI"VI'[ 1 , GMEConsultants,inc. <br /> Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota 14000 21st Avenue North <br /> ArchitecUEngineer: James Dayton Desian Minneapolis,MN 55447 <br /> Genera) ContreCtor. M.A. Mortenson Companv Ph. (763)559-1859 <br /> Concrete ntractor: M.A. Mortenson Com�an,vr Fax(763)559-0720 <br /> Own veiRper. <br /> � O� � GME Project Number: 9256-A <br /> l��opet�Indwtri�� PLANT: 2 7.5l7.5 Y�S <br /> �� �O SPECIFIED <br /> � SLUMP(Indi): 3.q� gpECIFIED AIR CONTENT(%): 4000 p!I <br /> �' D/►TE CABT BLUMP(inch) TEMPERATURE <br /> DATE BEFORE AF7ER �ATE AOE CYLINL MAXLOAD(Iba COMPRE8SIVE <br /> SET NUMBER RECEIVED PLABTICIZER PIA8TICI2ER AIR% MIX P F) AIRQ F) TIME TRUCK M TESTED (daya) (Iby Tace) PASIT YIN ' <br /> 14A 7/12/01 Column Footln a 4 80 83 2:30 83 7M9 7 30.3 138700 4840 0 <br /> 14B 7/13/07 (3rid 8.7(B-Fj 8/9 28 30.2 182200 6440 Y D <br /> 14C C,rid 7(A5-F) 8/9 28 30.2 182800 6470 Y D <br /> 14D (3rld 2(A.5-F.5) sp <br /> Date Report Preparod: <br /> ASTM C 31 Standard Prectice for Makinp end Cur(ng Concrete Teat Spedmens in the Field July 19, 2001 <br /> A8TM C 39 Standerd Test Method for Compreaeive SUength of Cylind�icel Concrete Teat Specimena <br /> ASTM C 94 Stendard Spedflcadon for Ready-Mix Concrete <br /> ASTM C 138 Standard Tedt Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete August 9, 2001 <br /> ASTM C 143 Stendard Test Method for Slump oi Hydreulic Cement Concrete <br /> ASTM C 172 Stendard Pract(ce for Sampling Freahly Mbced Concrate <br /> ASTM C 173 Stendard Test Method tor Air Content of Freshly Mixed Concrete by the Volumetric Method <br /> ASTM C 231 Standard Teat Method for A(r Content of Freahly Mixed Concrete by the Preasure Method <br /> ASTM C 1064 Standard Test Method for Temperature of Freshiy Mixed Portland Cement Concrete <br /> • Test apecimena were cast by GME Consultants,Inc. <br /> Test apecimena were not cast by GME Consultants-No other information is available <br /> » Test specimens were cast in 6"x 12"molds net croas-sectional area of 28.27 in�uniess otherwise noted. <br /> Opie3 T0: Types of Frecture ASTM C39 <br /> � Mr.Steve Blaser-M.A.Mortenson Company �"—� — � ;;'–� <br /> • Mr.Mark Strelnieks-M.A.Mortenson Company <br /> ij <br /> • Mr.James Dayton-James Dayton Design •� !` <br /> • Concrete Supplier ` Tammy A.Hakanson,P.E. <br /> con� oo�»��q epm oon��nd eee�r eh�u cowmn�r Senior Project Engineer <br /> (�) fbl (� !� (M <br />