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CONCRETE STRENGTH REPORT <br /> GME Consultants, Inc. <br /> Project and Location: Orono Woods Senior Apartments. Orono, Minnesota 14000 21st Avenue North <br /> Architect/Engineer: Miller Hanson Westerbeck Berger. Inc. Minneapolis, MN 55447 <br /> General Contractor: Frana & Sons illEmePh. (763)559-1859 <br /> Concrete Contractor: Hicks Concrete 1 '�"-ingsw_A Fax(763)559-0720 <br /> Owner/Developer: Wedum Foundation <br /> GME Project Number: 9212-A <br /> CONCRETE SUPPLIER: Aggregate Industries PLANT: <br /> MIX: CUMULATIVE QUANTITY: YDS <br /> I <br /> SPECIFIED <br /> SLUMP(inch): <br /> MIX WAS NOT PLASTICIZED: N/A SPECIFIED AIR CONTENT(%): 4000 psi <br /> N/A REQUIRED STRENGTH AT 28 DAYS: <br /> DATE CAST SLUMP(inch) TEMPERATURE <br /> DATE BEFORE AFTER DATE AGE CYL WT. MAX LOAD(Ibs- <br /> SET NUMBER RECEIVED PLASTICIZER PLASTICIZER AIR% MIX 1°F) AIR?F) TIME TRUCK# TESTED (days) (lbs) force) COMPRESSIVE <br /> PASS Y/N <br /> LOCATION OF CONCRETE PLACEMENT STRENGTH <br /> (psi) <br /> 11A 4/9/02 Slab on Grade 4/16 7 28.5 107200 3790 C <br /> 11B 4/10/02 Garage-SE corner 5/7 28 <br /> 11C 5/7 28 <br /> 11D sp <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field April 16, 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 <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 ';---: --—"-- - i 2......____ ,‹ � <br /> • Mr. Dan Saiko Frana&Sons • <br /> • City of Orono _ <br /> Ryan F.Schmid , .E. <br /> Cone Cone end Split Cone and Shear Sheer Columnar Project Engineer <br /> 00 (b) (c) (d) (e) <br />