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CONCRETE STRENGTH REPORT <br /> GME Consultants, Inc. <br /> Project and Location: Orono Woods Senior Apartments. Orono. Minnesota Emil 14000 21st Avenue North <br /> Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 <br /> General Contractor: Frana & Sons �r Ph. (763)559-1859 <br /> Concrete Contractor: Hicks Concrete Lt�4 Fax(763)559-0720 <br /> Owner/Developer: Wedum Foundation <br /> GME Project Number: 9212-A <br /> CONCRETE SUPPLIER. Aggregate Industries PLANT: MIX'. CUMULATIVE QUANTITY: YDS <br /> SPECIFIED <br /> MIX WAS NOT PLASTICIZED. SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): <br /> N/A REQUIRED STRENGTH AT 28 DAYS: 4000 psi <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- <br /> SETNUMBERRECEIVED PLASTICIZER PLASTICIZER AIR% MIX t°F) AIR fF) TIME TRUCK# TESTED COMPRESSIVE <br /> LOCATION OF CONCRETE PLACEMENT (days) (lbs) force) PASS Y/N • <br /> STRENGTH(psi) <br /> 9A 4/5/02 Garage Slab 4/12 7 28.0 103100 3650 D <br /> 9B 4/8/02 Northside-middle&east end 5/3 28 28.2 137000 4850 Y C <br /> 9C 5/3 28 28.1 147500 5220 Y D <br /> 9D <br /> sp <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 12, 2002 <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 May 3, 2002 <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 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method <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 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 otherwise noted. <br /> Copies To: <br /> Types of Fracture ASTM C39 <br /> • Mr.Mike Benedict-Frana&Sons <br /> • Mr. Dan Saiko-Frana&Sons �� � <br /> • City of Orono ��1• <br /> Ryan F. c mist, P.E. <br /> Cone Cone end Split Cone and Sheer Sheer Columner Project Engineer <br /> (e) (b) (o) (a) (e) <br />