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Concrete strength report
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Last modified
8/22/2023 3:26:22 PM
Creation date
10/4/2017 12:01:10 PM
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Template:
x Address Old
House Number
2240
Street Name
North Shore
Street Type
Drive
Address
2240 North Shore Drive
Document Type
Misc
PIN
1011723320019
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CONGRETE STRENC3TH REPORT GMe cons�ttants,�n�. <br /> Project and Location: "."Inn�tonka Genter for the Arts.Wayzata. Minnesota � � 14000 21st Avenue North <br /> ArchitecUEngineer: R EC E I V�� Minneapoits,MN 55447 <br /> Generai Contractor: M A Mortenson Comnanv Ph. (763)5s9-1859 <br /> Concrete Contractor: M A Mortenson Com{�anv JUL 1 S ZOO� Fax(763)559-0720 <br /> Owner/D'eveloper: � <br /> GME Project Number: 9256-A <br /> Aggrepate IndumWee PLANT: T 9.5/9.5IS5 Y03 <br /> SPECIFIED <br /> M A � SLUMP(ineh�: g+7-2" BPECIFIE�AIR CONTENT(%): 40�� pa( <br /> DATE CAST SLUMP(Ineh) TEMPERATURE <br /> DATE BEFORE AFTER DATE Al3E CYl V1IT. MAX LOAD(�s- COMPRESSNE . <br /> SkT NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR 96 MIX P FJ AIRQ F) TIME TRUCK N TEBTED (deys) (Ibt). taca) PASS YM <br /> 11A 7/9/01 Footings 5 3/4 2.4 84 84 1:58 93 7/16 7 30.4 145000 5130 D <br /> 118 7/11I01 (M-X)&(8-12) ' 8/8 28 <br /> 11 C 8/6 28 <br /> 11 D aP <br /> Date Report Prepared: <br /> ASTM C 31 Standard Pract(ce for Making and Curing Concrete Test Specimens fn the Ffeld JUIy 16, 2001 <br /> ASTM C 39 Standard 7est Method for Compressive Strength oi Cylindrical Concrete Test Specimens <br /> A3TM C 94 Standard Specfficatlon for Ready-Mix Concrete <br /> ASTM C 138 Standerd Teat Method for Unit Weight,Yield&Air Content(Grevimetric)of Goncrete <br /> ASTM C 143 Standard Test Mathod for Slump of Hydraulic Cement Concxete <br /> ASTM C 172 Standard Practice for Sampling Frest�r Mixed Concrete <br /> ASTM C 173 Stenderd Teat Method for Air Content of Freshly Mixed Concrete by the Volumetric Method <br /> • ASTM C 231 Standard Teat Method for Air Gontent of Fresh�y Mixed Concrete by the Pressure Method <br /> ASTM C 1064 Standard Test Meihod for Tempereture of Freshly Mixed Po�tland Cement Concrete <br /> -• Test specimens were casl by GME Consultants,Inc. <br /> Test spedmens were not cast by GME Consultants-No other information is evailable <br /> .. Test specimens were cast in 6"x 12"moids nei cross-sectional area of 28.27 inz unless otherwise noted. <br /> Copi@S To: Types of Fracture ASTM C38 <br /> _.._ __ ...... ___�. --...._ ...�.. <br /> • Mr.Gary Gleason,P.E:M.A.AAorlenson Company ; �'s <br /> :3 <br /> • Mr.Mark Schalbly-M.A.Mortenson Company �: <br /> • Concrete Supplier � i �� <br /> \ Temmy A.Heka�son,P.E. <br /> � Con� Cen��nd B�dN Cona aM eha�r SM�r ����r Senior Project Engineer <br /> ls) lb/ fW h0 !�) <br />
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