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' I�VNI�Kt I C 5 I KCN� I H I"'t��UK I GME Consultants,Inc. <br /> , Project and Location: Minnetonka Center for the Arts.Wayzata. Minnesota 1ao00 21st Avenue North <br /> ArchitectiEngineer: Minneapolia,MN 55447 <br /> General Contractor: M.A. Mortenson Companv Ph. (763)559-1859 <br /> C�ncrete Contractor: M.A. Mortenson Camoanv Fax(783)559-0720 <br /> Owner/Developer: . <br /> GME Project Numbec �� <br /> Apprsyats IndwkUi PLANT: 2 � 7.5ff.8 YD8 <br /> 8PECIFIED <br /> 8LUMP(Inch): q• SPECIFIED AIR CONTENT(%): 4000 piI <br /> DATE CAST aLUMP(�) TEMPERATURE <br /> DATE BEFORH AFTER DATE AGE CYL WT. MAX LOAD(�s-.COMPRESSIVE <br /> 8ET NUMBER RECEIVED � PLA8TICIZER Pl,A3TICIZER AIR!6 MIX P F) AIRQ F) TIME TRUCK M TEBTED (dsys) (bt) �) pq8g yIM • <br /> 12A 7h0l01 Column= 61/2 80 93 2:30 242 7/17 7 30.3 116900 4140 D <br /> 128 7/11I01 Grid 5 ' g/� �8 � <br /> 12C Elevab�wall Grid K gn Y8 <br /> 12D 8 the two columns at K,9 eP <br /> Date Report Prepared: <br /> ASTM C 31 3lendarcl Practice for Makinp and Cu�ing Cona�eie Test 3pedmena in ihe Fleld JUIy 17, 2001 <br /> ASTM C 39 Standard Test Method fot Compressive Strength of Cylind�ical Concxete Test Specimens <br /> ASTM C 94 Standerd Specificetion for Raedy-Mbc Concrete <br /> ASTM C 138 Standerd Test Method for Untt Weight,Yfeld 8�Air Content(C3ravimetric)of Concrete <br /> A3TM C 143 Standarcl Test Method fw Siump of Hydreuitc Cement Concrete <br /> ASTM C 172 Stand�rd Prectice for Sampling Freahly Mbced Goncrete <br /> ASTM C 173 Standard Test Method for Air Content of Froahly Mixed Concrete by the VolumeMc Method <br /> A3TM C 231 Slandard Test Method for Air Content of Freshly Mbced Concrete by the Pressure Method <br /> ASTM C 1084 Standard Test Melhod for Temperature of Freshy Mixed Portland Cement Co�crete � C � � � <br /> � L � <br /> Test specimens were cast by GME Conauitants,Inc. �/(/ 2 a �oo <br /> Tesi specimena were not cast by GME Consultants-No other information(s available � <br /> -+ Test specimens were cast in 6"x 12"molda net cross-sectional area of 28.27 in�unless othervvise noted. M, <br /> A. tijpR7'ENS�N <br /> opies To: T <br /> ypas of Frectur�ASTM C39 <br /> � Mr.Gary�Gleeson,P.E:M.A.Mortenson Company — — .� ' <br /> ;; <br /> • Mr.Mark Schalbly-M.A.Mortenson Company ; �j . <br /> t <br /> • Concrete Supplier , .:� � ?� <br /> . r <br /> �� :i Tammy A.Hakanson, .E. <br /> ��� Com�nd epM Cons��d ehur slrr Cownnar Senior Project Engineer <br /> cn m� w c�s cn <br />