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• <br /> CONCRETE STRENGTH REPORTGME Consultants, Inc. <br /> Project and Location: Orono Woods Senior Apartments, Orono, Minnesota mi 14000 21st Avenue North <br /> Architect/Engineer: Miller Hanson Westerbeck Berger, Inc. Minneapolis,MN 55447 <br /> Er_-_,.........,General Contractor: Frana & Sons Ph. (763)559-1859 <br /> Concrete Contractor: Hicks Concrete _ 01111r41Fax(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 78 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 COMPRESSIVE <br /> PASS Y/N <br /> LOCATION OF CONCRETE PLACEMENT <br /> 5A 1/23/02 Footings 1/30 7 29.5 117300 4150 C <br /> 5B 1/25/02 North Wall-West side 2/20 28 29.7 144000 5090 Y C <br /> 5C 2/20 28 29.5 145300 5140 Y C <br /> sp <br /> Date Report Prepared: <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field January 30, 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 20, 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 <br /> , . i ,.. I R-1° - <br /> • City of Orono I I <br /> ' Ryan F. Schmidt, P.E. <br /> i, <br /> Cone Cone and split Cone and shear shear colu^,ner Project Engineer <br /> (a) (b) (0) (d) (e) <br />