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CONCRETE STRENGTH REPORT5151'{'(-_' w � 2_1-1-� �(v <br /> GME Consultants, Inc. <br /> Project and Location: Orono Woods Senior Apartments, Orono, Minnesota rpm 21st Avenue North <br /> Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. r:+-1 <br /> Minneapolis,MN 55447 <br /> General Contractor: Frana & Sons rS� Ph. (763)559-1859 <br /> Concrete Contractor: Hicks Concrete 1 <br /> 1 `1iJ 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 /> SLUMP(inch): N/A SPECIFIED AIR CONTENT(%): 3000 REQUIRED STRENGTH AT 28 DAYS: 3000 psi <br /> MIX WAS NOT PLASTICIZED: <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(lbs- COMPRESSIVE <br /> SET NUMBER RECEIVED LOCATION OF CONCRETE PLACEMENT PLASTICIZER PLASTICIZER AIR% MIX PF) AIR Q F) TIME TRUCK# TESTED (days) (lbs) force) PASS Y/N , <br /> STRENGTH(psi) <br /> 7A 1/25/02 Pier Footings 2/1 7 29.8 79500 2810 C <br /> 7B 1/29/02 West side of Building 2/22 28 <br /> 7C 2/22 28 <br /> 7D - sp <br /> Date Report Prepared: <br /> 0 <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field February 1, 2002 _0, <br /> ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens 0- <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 c <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 /> r <br /> Test specimens were cast by GME Consultants, Inc. C <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: Types of Fracture ASTM C39 <br /> • Mr.Mike Benedict Frana&Sons <br /> ilir <br /> • Mr. Dan Saiko-Frana&Sons I <br /> • City of Orono <br /> I <br /> j, • Ryan F. Sc midt, P.E. <br /> Con, Cone and Split Cone end Shear Shear Cohunnor Project Engineer <br /> (a) (b) (c) (.p (n) <br />