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..v� .v� " � ` v � ��`i v v � n R C 1"V R 1 GME Consultants,Inc. <br /> Project and Location: Minnetonka Center for the Arts. Wayzata. Minnesota �aooa 2�st avenue North <br /> Architect/Engineer: � ,� Minneapolis,MN 55447 <br /> Generai Contractor: llortenson Comnanv Ph. (�s3)5es-�a5e <br /> Concrete Contractor. M�A►,��g�j�Qplpanv Fax(763)559-0720 <br /> Owner/Developer: <br /> ,�, ��nson <br /> GME Project Number: 9256-A <br /> .Y' � <br /> Apprepata InduoMae Pl;4NT; 2 � 7.8/7.5 YDS <br /> SPECIFIED <br /> 8LUMP(ir�h): g.q�� SpECIFIEO AIR CONTENT(96): 4000 p�( <br /> DATE CA8T SLUMP(Ir�) TEMPERATURE <br /> DATE BEFORE AfTER DATE AOE CYL WT. MAX LOAD(Ibs- COMPRE88NE <br /> 8ET NUMBER RECENED PLASTICIZER PLABTICIZER AIR% MU((°F) AIRQ F) TIME TRUCK k TESTEO (dayp (mt) forp) PA9$Y/N ' <br /> 14A 7/12/01 Column Foodnga � 4 80 83 2:30 93 7H8• 7 30.3 139700 4940 D <br /> 14B 7/13/01 Grid 6.7(B-F) 8/9 28 30.2 182200 6440 Y D <br /> 14C G�1d 7(A.S-Fj 6/9 28 30.2 182800 6470 Y p <br /> 14D C3rid 2(A.8-F.5) sp <br /> Date Report Proparod: <br /> A3TM C 31 3tanderd PracGce for Making and Curing Concrete Teat Spsdmena in the Fteld July 19, 2001 <br /> A3TM C 39 Standerd Test Method for Comprosalve Strength of Cylindrical Concxate Test Specimena <br /> ASTM C 94 Standard SpedflcaUon for Ready-Mix Cona�ete <br /> ASTM C 138 Standard Test Method for Unft Weipht,Yleld 8 Alr Content(C3ravfinetric)ot Concrete AUgUSt 9, 2001 <br /> ASTM C 143 3tandard Test Method for Slump of Hydreulic Cement Concrete <br /> ASTM C 172 Standard PracUce for Sampling Freshiy Mixed Concrete <br /> ASTM C 173 Standerd Test Method for Air Content of Fre:hly Mixad Concrete by the VolumetHc Method <br /> ASTM C 231 Standard Teet Method for Atr Content of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 1084 Standard Teat Method for Tempereture of Freshly Mbced PoRland Cement Concrete <br /> -+ Test spedmena were cest by GME Consultants,inc. <br /> Test spectmens were not cast by GME Consultants-No other information ia available <br /> • Test spec(mene were cast in 6"x 12"molda net cross-sectional aree of 28.27 in�unleas otherwise noted. <br /> Copfes To: <br /> Typea of Fracture ASTM C39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company -�--- <br /> � Mr.Mark Strelnieks-M.A.Mortenson Company 'j <br /> t� <br /> � Mr.James Dayton-James Dayton Design ;� i� <br /> �; <br /> • Concrete Supplier �`,� i; Temmy A.Hakanson,P.E. <br /> Co�a Con��nd BpIM Wna�nd enau lhsu CoWmner Senior Project Engineer <br /> � UI @) (�) (� H) <br />