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COIV�'..RETE STK�N(� I H K�I-'UK I GMEConsu�tants,�nc. <br /> Project and Location: �innetonka enter for the Arts Wayzata. Minnesota 14000 21st Avenue North <br /> Minneapolis,MN 55447 <br /> Architect/Engineer: - ames D�yton Desian ph. (763)559-1859 <br /> General Contractor: m,A Mortenson Com a�nvr Fax(763)559-0720 <br /> Concrete Contractor. ��A IlAorten�on Gomoanv <br /> Owner/Developer: <br /> GME Project Number. 9256-A <br /> 10I80/120 YDS <br /> qpprapeta Indwtrisa PLAP11': e <br /> SPECIFIED <br /> SIUMP(�eh): N/A 8PECIFIED AIR CONTENT(%): 4000 psl <br /> I <br /> DATE CAST 8lUMP(Indi) TEMPERATURE <br /> OATE BEFORE AFTER DATE AOE CYL Vdr. MAX LQAD(��- C�PRE88NE . <br /> SET NUMBER RECEIVED F <br /> pIASTICIZER PLASTtCIZER AIR% MIX(°f) AIRQ F) TIME TRUCK M TESTED (d�ys) (�s) faoe) PASS YM <br /> 22A 10I29/01 Slab on(3rade 3112 84 42 11:00 135 11/8 7 30.4 134400 4760 � <br /> 22B 10130/01 West of Orid R, ��/2g 28 <br /> �� South of 2 ���g 28 <br /> sp <br /> 22D <br /> Date Report Prepared: <br /> ASTM C 31 Standerd Practica for Mak(ng end Curing Concrete Test Specimens fn the Fleld NOV8nlbel'5, 2001 <br /> ASTM C 39 Standard Test Method for Compreaaive 8trength of Cylindrfcal Concrete Teat Specimena <br /> ASTM C 94 Standard Spectflcation for Ready-Mix Concrete <br /> ASTM C 138 Standard Test Method for Unit Weight,Yleld&Air Content(Gravimetric)of Concrete <br /> ASTM C 143 Standard Test Method for Slump of Hydreutic Cement Concrete , <br /> ASTM C 172 Standard Practice for Sampling Freshly MGced Concrete <br /> ASTM C 173 Stendard Test Method for Air Content of Froshiy M(xed Concrete by the Volumet�c Method <br /> ASTM C 231 Standard Test Method for Alr Content of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 1084 StandaM Test Method for Temperature of Freshly Mixed Portland Cament Concrete <br /> � Test specimens were cast by GME Consultants,Inc. <br /> Test specfinena were not cest by GME Consultants•No other information Is evailable <br /> .+ Test specimens were cast in 6°x 12"molds net cross-seclional area of 28.27 in�un�ess othervvise noted. <br /> op(es To: Types of Frecture ASTM C39 � ' <br /> • Mr.Steve Bieser-M.A.Mortenson Company ; <br /> • Mr.Mark Strelnieks-M.A.Mortenson Company <br /> • Mr.James Dayton-James Dayton Design , ��' ; <br /> • Concrete Suppifer � �; Tammy A.Hakanson,P.E. <br /> �� � � C o n s C O M�I I A a l l A C O M�I l d s I N Y a M�r Column�r <br /> Senior ProJect Engineer <br /> (e) N) (W Idl U) <br />