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L:OI�CRETE STRENGTH REPORT G�E cong��t�nt�,���. <br /> 14000 21 st Avenue North <br /> Project and Location: ""�nnetonka Genter for the A s Mlayzata. Minnesota Minneapolis,MN 55447 <br /> Architect/Engineer: -ame D�Cton Desian � ph. (763)559-1859 <br /> General Contractor: m A Mortenson Comoanv Fax(763)559-0720 <br /> Concrete Contractor: flQ,A Mortenson Comnanv <br /> Owner/Developer. GME Project Number. 925&A <br /> �aso vos <br /> Ap�epat�Indwtriea PLANT: 1 <br /> 8PECIFIED 4000 psi <br /> SLUMP(Inch): 3-b" SPECIFIED AIR CONTENT(%r + <br /> DATE CABT SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE Cri Wf. MA%LOAO(IW- COMPRESSNE . <br /> SET NUMBER RECENED F <br /> PLASTICIZER PLASTICIZER AIR 96 MIX P F) AIRQ F) TIME TRUCK tY TESTED (d�Y�) (�� �) P�s Y� <br /> 20A 10/11/01 Slab on Grade 21/4 4.0 88 55 9:55 132 10/18 7 29.5 105800 3740 C <br /> 20B 10/16/01 Central Section Floor 11/8 28 29.5 142200 6030 Y D <br /> 11/8 28 29.7 137900 4880 Y D <br /> 20C <br /> ap <br /> 20D <br /> Date Report Prepared: <br /> i ASTM C 31 Standard Practf�for Making and Curing Concrete Test Specimens in the Field OCtObef 18,2001 <br />� ASTM C 39 5landard Test Method for Compressive Strength of Cylindricei Concrete Test 8pecimena <br />� ASTM C 94 Standard Speciflcation for Ready-Mix Concrete Novemb@I'8, 2001 <br /> ASTM C 138 Standard Test Melhod for Unit Weight,Yleld&Air Content(Gravimetric)of Concrete <br /> ASTM C 143 Standard Teat Method for Slump of Hydreulic Cement Concrote <br /> ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete <br /> ASTM C 173 Stendard Test Method for Atr Content of Freahly Mixed Concrete by the Volumet�ic Method <br /> ASTM C 231 Standard Test Method for Air Content of Freshly Mfxed Concrete by the Pressure Method <br /> ASTM C 1084 Standard Test Mathod for Temperature of Freshly Mixed Portland Cement Concrete <br /> � Test specimens were cast by GME Consultants,Inc. <br /> Teat apecimens were not cast by GME Consultants-No other informat(on Is available <br /> .. Test specimens were cest in 6"x 12"molds net croas-aectionai area of 28.27 in2 unless otherwise noted. . <br /> opies To: Types of Fracture ASTM C38 <br /> • Mr.Steve Biaser-M.A.Mortenson Compeny � r� <br /> � Mr.Mark Strelnieks-M.A.Mortenson Company �� <br /> • Mr.James Dayton-James Dayton Design � ��� • <br /> � Concrete Supplfer i A � � Tammy A.Hakanaon, .E. <br /> .,coia coM ero eplN corn�b slroa sn��r Column�r Senior Pro)ect Engineer <br /> (s) N> (W (� (�) <br />