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CONCRETE STRENGTH REPORT GME Consultants, ���. <br /> Project and Location: f.�innetonka Center for th�Arts Wayzata. Minnesot� 14000 21st Avenue NoAh <br /> Architect/Engineer: �' Minneapolis,MN 55447 <br /> General Contractor: M.A. Mortenson CompanX Ph. (763)559-1859 <br /> Concrete Contractor: M.A. Mortenson CompanX Fax(763)559-0720 <br /> Owner/Developer: <br /> GME Project Number: 9256_A <br /> CONCRETE SUPPI.IER: Aggregale Induslries PLANT: 8� MIX: 403N1 CUMULATIVE�UANTITY: 9�� YDS <br /> SPECIFIED <br /> MtX WAS NOT PI.ASTICIZFD: SLUMP(inch): 3-4" SPECIFIED AIR CONTENT(°�): N/A REQIIIRED STRENGTH AT 28 pAYS: 4000 PSI <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL 1N�. MAX LOAD(Ibs- COMPRESSNE <br /> SET NUM[3ER RECEIVED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICIZER AIR°� MIX(°F) AIR9 F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS YM ' <br /> 13A 7/11/01 Column Pads 2 3/4 78 90 2:10 236 7/18 7 30.3 119500 4230 C <br /> 136 7/13/01 G(6.7).G(7),H(7),H(6.7) 8/8 28 <br /> 13C J(6.3).J(6.7),J(7),J.1(7) 8/8 28 <br /> 13D SP <br /> Date Report Prepared: <br /> ASTM C 31 Standard Praclice for Making and Curing Concrete Tesl Specimens in lhe field .lUly 18, 2001 <br /> ASTM C 39 Standard Test Method for Compressive Strenglh of Cylindrical Concrete Test Specimens <br /> ASTM C 94 Standard Specification for Ready-Mix Concrete <br /> ASTM C 138 Standard Test Method for Unit Weight,Yield&Air Content(Gravimetric)of Concrete <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete <br /> ASTM C 172 Standard Praclice(or Sampling Freshly Mixed Concrete <br /> ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Melhod <br /> ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete <br /> » Test specimens were cast by GME Consultants,Inc. <br /> Test specimens were not cast by GMG Consultants-No other information is available <br /> -. Test specimens were cast in 6"x 12"molds nel cross-sectional area of 28.27 in2 unless otherwise noted. <br /> CopieS To: Types of Fractura ASTM C39 <br /> • Mr.Gary Gleason,P.E.-M.A.Morlenson Company ' <br /> � • Mr.Mark Schalbly-M.A.Mortenson Company � � ,-��., , "'� <br /> � Concrete Supplier , � <br /> `�,. ' � , `'`J ---_ a . a , . . <br /> :: <br /> TmmyAH onPE <br /> �o� �o�aM�Sp����� a��5�,a., 5,,,,, ��,�,,,•� Senior Project Engineer <br /> (al Ib) n(c) Id) (e1 <br />