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CONC;RETE STRENGTH REPORT � �nnEco�s�,icancs, i►,�. <br /> Project and Location: Minnetonka Center for the A�r s. Wayzata. Minnesota 14000 21stAvenue North <br /> Architect/Engineer: r Minneapolis,MN 55447 <br /> General Contractor: M.A. Mortenson Com�anX Ph. (�s3)55�-�a5� <br /> Concrete Contractor: M.A. Mortenson Company Fax(763)559-0720 <br /> Owner/Developer: <br /> GME Project Number: 9256-A <br /> CONCRFTF SUPPIJf-R� A9gregate Industries PLANI': 2 MIX� 403N1 CUMUT ATIVF OUANT�TY�. 7.5l7.5 YDS <br /> SPECIFIED ' <br /> MIX WAS PI ASTICI7[D: SLUMP(inch): 3-4" SPFCIfIED AIR CONTENT(%): N/A R[qUIRFD STR[NGTH AT 28 D�YS� 4000 PSI <br /> DATE CAST SLUMP(inch) TFMP[RATUR[ <br /> DAT[ �EFORE AFTER DATE AGF CYL VJ�. MAX LOAD(Ibs- COMPRESSIVE <br /> SET NUMF3ER RECENt:D �OC�TION OF CONCRFT[PIAC[MENT PLASTICIZER PLASTIC2ER AIR% MIX PF) AIR9 F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N ' <br /> 14A 7/12/01 Column Footings 4 IIO 83 230 93 7/19 7 30.3 13J700 4940 D <br /> 14B 7/13/01 Grid 6.7(Q-F) 8/9 28 <br /> 14C Grid 7(A.5-F) 8/9 28 <br /> 14D Grid 2(l1.5-F.5) sp <br /> Date Reporl Prepared: <br /> ASTM C 31 Standard Praclice for Making and Curing Concrete Test Sper,imens in the Field July 19, 2001 <br /> ASTM C 39 Standard Test Method for Compressive Strenglh of Cylindrical Concrete Test Specimens , <br /> ASTM C 94 Standard Specification(or Ready-Mix Concrete <br /> ASTM C 138 Standard Tesl Method for Unit Weight,Yield&Air Content(Gravimetric)of Concreie ��LE <br /> ASTM C 1A3 Standard Test Method(or Slump of Hydraulic Cement Concrete r1L � <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete � <br /> ASTM C 173 Stanclard Tes(Melhod for Air Conlent o(Freshly Mixed Concrele by ihe Volumetric Method CC <br /> ASTM C 231 Slandard Test Method(or Air Content of Freshly Mixed Concrele by the Pressure Method C`. � � <br /> ASTM C 1064 Standard Test Melhod for Temperature of Freshly Mixed Portland Cement Concrete � � �r <br /> Ci�+ - / �� � <br /> -+ Test specimens were cast by GME Consultants,Inc. CC JUl � � 2 <br /> Test specimens were not cast by GME Consultants-No olher information is available 1�,, oo� <br /> -» Test specimens were cast in 6"x 12"molds net cross-sectional area of 2f3.27 in2 unless otherwise noted. rV l A• 'V'(.-.�R�.� <br /> . Nsp� . <br /> CopleS To: Types of Fracture ASTM C39 ' ' <br /> • Mr.Gary Gleason,P.E.-M.A.Mortenson Company ^ �� <br /> � <br /> • Mr.Mark Schalbly-M.A.Mortenson Company <br /> • Concrete Supplier , <br /> . <br /> . <br /> . <br /> i �_, I ; Tammy A.Hakanson, .E. <br /> ` -- — ' --- <br /> ��„e �o„t.e,w Su,;,�.,,,e eM,���o, ;,,,,.,, �:o�,�,,,�,r, Senior Project Fngineer <br /> (ul Ibl (a:� lJ) (e) <br />