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CONCRETE STRENGTH REPORT GMe cons��tantg,�n�. <br /> 14000 21st Avenue North <br /> Project and Location: ti��nnetonka(;enter for the Arts Way�ata. Minnesota Minneapolis,MN 55447 <br /> Architect/Engineer: �ames D�yton Desian ph. (763)559-1859 <br /> General Contractor: ^"A R�ortenson Gom a�nvr Fax(763)559-0720 <br /> Concrete Contractor. nn n �no�enson Gomoanv <br /> Owner/Develeper. GME ProJect Number. 9256-A <br /> aera vos <br /> Appregats InduoWse PLANT: 9 N1 <br /> SPECIFIED 4000 pi) <br /> SLUMP(Inch): 3�^ BPECIFIEO AIR CONTENT(S6): T <br /> DATE CA3T SLUMP(hidi) TEMPERATURE <br /> BEFORE AFTER DATE AGE CYL WI'. MAX LOAD(Ibe- COMPRE8SNE P�a YM ' <br /> �� PLASTICIZER PIASTICIZER AIRS6 MIXPF) Alttq F) TIME TRUCKA TESTED (dsY�) (��) f0�� <br /> SET NUMBER RECENED <br /> �3p, 7/11l01 Column Pads 2 3/4 78 90 2:10 236 7/18 7 30.3 119500 4230 C <br /> 138 7/13/01 G(8.7),(3(7),H(7),H(6.7) 8/8 28 30.2 187800 5940 Y C <br /> 13C J(6.3),J(6.7),J(7),J.1(7) 818 28 30.2 150100 8310 Y D <br /> ap <br /> 13D <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Spedmens in the Field <br /> July 18, 2001 <br /> ASTM C 39 Standard Test Method for Compreasive Strength of Cylind�ical Concrete Test 3pecimens <br /> A3TM C 94 3iandard Speciflcatlon for Ready-Mix Concrete AugUBt 8, 2001 <br /> ASTM C 138 Standard Test Method for Unit Weight,Yleld&Air Content(C3revlmetric)of Concrete <br /> ASTM C 143 Stendard Test Method for Siump of Hydrautic Cement Concxete <br /> ASTM C 172 Standerd Prectice for 3ampting Freshly Mixed Concrete <br /> ASTM C 173 Siandarcl Teat Method for Air Content of Freshly Mixed Concrete by the Volumetr(c Method <br /> ASTM C 231 Standard Teat Method for Air Content of Freshly Mfxed Concrete by the Preasure Method <br /> ASTM C 1064 Standard Test Method for Temperature of Freshiy Mixed Portland Cement Concrete <br /> � Test apecimens were cast by GME Consultants,Inc. <br /> ' Teat specimena were not cast by GME Consultants-No other information is available <br /> ' .► Test specimens were cest in 8"x 12"molds net cross-sectionat area oi 28.27 inZ unless othervvise noted. <br /> Coples To; Typma of Frecture ASTM C39 <br /> • Mr.Steve Blaser-M.A.Mortenson Company ;; <br /> • Mr.Mark Strelnieks-M.A.Mortenson Company �' <br /> • Mr.James Dayton-James Dayton Design � ���\ ': <br /> ;; Tammy A.Hakanson,P.E. <br /> � Concrete Supplier ' � ' ` �` <br /> Con� Cons�nd eqN Cota aM 6near 6��� <br /> CONmner Senior Project Eng(neer <br /> (U (b) (a) (d) (e) <br />