Laserfiche WebLink
CON��ETE STRENGTH REPORT �MEco�su�ta�ts,���. <br /> Project and Location: Minnetonka Center for the Arts Wayzata Minnesota 14000 21st Avenue North <br /> Architect/Engineer: nninneapoiis,MN 55447 <br /> General Contractor: M.A. Mortenson Com�anv Pn. (�s3)55s-�s5s <br /> Concrete Contractor: M.A. Mortenson Com�.anX Fax(763)559-0720 <br /> Owner/Developer: <br /> GME Project Number: 9256-A <br /> CONCRETE SUPPLIER: Aggregate Industries PLANT: 1 MIX: H401A1 CUMULATIVE�UANTITY: 1a1W56 YDS <br /> SPECIFIED <br /> MIX WAS PLASTICIZED: SLUMP(inch): 7�� SPECIFIED AIR CONTENT(°�): 7 h REOUIRED STRENGTH AT 28 DAYS� 4000 PSI <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- COMPRESSIVE <br /> SET NUMBER RECENED LOCATION OF CONCRETE PLACEMENT P�STICIZER PLASTICI2ER AIR% MIX P F) AIRQ F) TIME TRUCK# TESTED (days) (Ibs) force) STRENGTH si PASS Y/N ' <br /> 15A 7/23/01 West Wall 7 7.4 85 90 4:00 165 7/30 7 29.1 119500 4230 D <br /> 156 7/24/01 8/20 28 <br /> 15C 8/20 28 <br /> 15D SP <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field .lUly 30, 2001 <br /> ASTM C 39 Standard Test Method for Compressive Strength 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 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 Slandard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Melhod <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 nol 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 otherwise noted. <br /> Opies To: Types of Fracture ASTM C39 � <br /> • Mr.Steve Blaser-M.A.Mortenson Company <br /> ---- -� -- ---- -- - :- . <br /> � Mr.Mark Strelnieks-M.A.Mortenson Company <br /> • Mr.James Dayton-James Dayton Design , :'�. <br /> • Concrete Supplier Tammy A.Hakanso ,P.E. <br /> ' - = `---- __.__ �.•__ <br /> co�e co��a.m sPia cona.�,d snaar sn�ar cow�,�a, Senior Project Engineer <br /> le1 lb) l�l (�) fe) <br />