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CONCRETE STRENGTH REPORT ' Q'10 GCJ -�.� � <br /> GME Consultants, Inc. <br /> Project and Location: Orono Woods Senior Apartments, Orono. Minnesota EMI 14000 21st Avenue North <br /> Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. Minneapolis,MN 55447 <br /> ��� <br /> General Contractor: Frana & Sons .....,,� Ph. (763)559-1859 <br /> Concrete Contractor: Hicks Concrete L ' 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). SPECIFIED AIR CONTENT(%) 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 PLASTICIZER PLASTICIZER AIR% MIX PF) AIR Q F) TIME TRUCK# TESTED (days) (lbs) force) STRENGTH(psi) PASS Y/N <br /> • <br /> LOCATION OF CONCRETE PLACEMENT <br /> 6A 1/24/02 Footings 1/31 7 29.7 94000 3330 C <br /> 6B 1/25/02 Front Lobby Area 2/21 28 29.9 145700 5150 Y D <br /> 6C 2/21 28 29.8 150200 5310 Y C <br /> 6D sp <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field January 31, 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 February 21, 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: Types of Fracture ASTM C39 <br /> • Mr.Mike Benedict-Frana&Sons <br /> • Mr. Dan Saiko-Frana&Sons . . II, I I 'R I <br /> • City of Orono <br /> . <br /> I I l i Ryan F.Schmidt, P.E. <br /> Cnno Cone and Spill Cone anti Shear Shear CoIno,ner Project Engineer <br /> (h) ,) 5^) t") <br />