Laserfiche WebLink
e,c_. cE5'%, ,e'r- <br /> COREFILL STRENGTH REPORT GME Consultants, Inc. <br /> Project and Location: Orono Woods Senior Apartments, Orono, Minnesota 14000 21st Avenue North <br /> Architect/Engineer: Miller Hanson Westerback Berger, Inc. �� Minneapolis, MN 55447 <br /> General Contractor: Frana & Sons ��,., Ph.Ph. (763)559-1859 <br /> Concrete Contractor: Hicks Concretekw:A Fax(763)559-0720 <br /> Owner/Developer: Wedum Foundation <br /> GME Project Number: 9212-A <br /> SUPPLIER: Aggregate Industries REQUIRED STRENGTH AT 28 DAYS: 3000 PSI <br /> DATE CAST TEMPERATURE CROSS- <br /> DATEDATE AGE PASS <br /> SECTIONAL MAXIMUM LOAD COMPRESSIVE <br /> SET NUMBER RECEIVED SLUMP(inch) AIR% MIX(°F) AIR(°F) TIME TRUCK# TESTED (days) YIN <br /> LOCATION OF COREFILL PLACEMENT AREA(in) (lbs-force) STRENGTH (psi) <br /> CF1-A 2/13/02 CMU Wall 2/20 7 28.0 72600 2590 C <br /> CF1-B 2/14/02 Southwest Wall 3/13 28 <br /> CF1-C 3/13 28 <br /> CF1-D Sp <br /> ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: <br /> ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Test Specimens February 20, 2002 <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 476 Standard Specification for Grout Masonry <br /> ASTM C 1019 Standard Test Method for Sampling and Testing Grout <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 with a cross-sectional area of 28.27 in2 <br /> Test specimens were cast in 4"x 8"molds with a cross-sectional area of 12.56 in2 <br /> Test specimens were cast in 3"x 6"molds with a cross-sectional area of 7.07 in2 <br /> - Test specimens were cast in prism specimens the cross-sectional area is noted <br /> Copies To: Types of Fracture ASTM C 39 <br /> • Mr.Mike Benedict-Frana&Sons <br /> • Mr. Dan Saiko-Frana&Sons : : p...„........_ _ <br /> • City of Orono <br /> I Ryan F.Schmidt, P. . <br /> Project Engineer <br /> Cone Cone and Split Cone and Shear Shear Cotumner <br /> (a) (5) (c) (d) (e) <br /> I <br />