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CQNCRETE STRENGTH REPORT �'"E c°"S"�ta"tS,�"�. <br /> 14000 21 st Avenue North <br /> Project and Location: Minne onka en er or t e Art Wa a inn s a r Minneapolis,MN 55447 <br /> ArchitecUEngineer: Ph. (�s3)55s-�s5s <br /> General Contractor: M A Mortens�� �'om�anv Fax(763)559-0720 <br /> Concrete Contractor: M A Mo►tenson Com�anv <br /> Owner/Developer: GME Project Number: 9256-A <br /> CUMULATIVE QUANTITY: YDS <br /> PLANT: MIX: <br /> CONCRETE SUPPLIER: <br /> SPECIFIED REQU�RED STRENGTH AT 28 DAYS: 4000 PSi <br /> SLUMP(inch): SPECIFIED AIR CONTENT(%): <br /> MIX WAS NOT PLASTICIZED: <br /> SLUMP(inch) TEMPERATURE <br /> DATE CAST DATE AGE CYL WT. MAX LOAD(ibs- COMPRESSNE PASS YM ' <br /> DATE BEFORE AFTER TIME TRUCK# TESTED (days) (�bs) ���) STRENGTH(psi) <br /> SET NUMBER RECENED LOCATION OF CONCRETE PLACEMENT P�`STICIZER PLASTICIZER AIR h MIX(°f) AIRq F) <br /> 7/g 7 30.3 120200 4250 � <br /> 9A 7/2l2001 Footing <br /> 7/30 28 <br /> gg 7/5/2001 Line(SV� <br /> 7/30 28 <br /> 9C <br /> Date Report Prepared: <br /> July 9, 2001 <br /> ASTM C 31 Standard Praciice for Making and Curing Concrete Test Specimens in the Field <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 Weighl,Yield&Air Content(Gravimetric)of Concrete <br /> ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete <br /> ASTM C 172 Slandard Practice for Sampling Freshly Mixed Concrete <br /> ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method <br /> ASTM C 231 Standard Test Method for Air Contenl of Freshly Mixed Concrete by the Pressure Method <br /> ASTM C 106A Standard Test Melhod for Temperature of Freshly Mixed Portland Cement Concrete <br /> -• Test specime�s were cast by GME Consultants,Inc. <br /> Test specimens were not cast by GME Consultants-No other information is available <br /> ... Test specimens were cast in 6"x 12"molds net cross-sectional area of 28.27 in2 unless olherwise noted. <br /> Types of Fracture ASTM C39 <br /> Copies To: ,_ _._._ ------ ___ . -- <br /> • Mr.Gary Gleason,P.E.-M.A.Mortenson Company <br /> _ ___. <br /> • Mr.Mark Schalbly-M.A.Mortenson Company � <br /> • Concrete Supplier , :`��� Tammy A.Hakanson,P.E. <br /> __— _--_ ---- ---- Senior Project Engineer <br /> Con� Con and SPlil Lon •nA SMar SA�a Colum •r ' . <br /> 1�� �p� •Icl <br /> lal r �•�n <br />