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G 4 S T oN w4W t4 12.1p <br /> CONCRETE STRENGTH REPORT r< L— `� GME ConsultantsInc. <br /> Geotechnical• Materials• Environmental <br /> 14000 21 st Avenue North <br /> Project and Location: Camp Teco Remodel. Orono. Minnesota !ie'l Minneapolis,Minnesota 55447 <br /> Architect or Engineer Walsh Bishops Associates. Inc. (612)559-1859 Fax:(612)559-0720 <br /> General Contractor. Diversified Construction J``aN0 <br /> Concrete Contractor: Paramount Concrete <br /> Owner/Developer: Temple Israel GME Project Number: 9219 <br /> CONCRETE SUPPLIER: Cemstone-868478 PLANT: 43 Mix: 3265FD CUMULATIVE QUANTITY: 10/10 YDS <br /> MIX WAS NOT PLASTICIZED SPECIFIED SLUMP: 4" SPECIFIED AIR CONTENT: REQUIRED STRENGTH AT 28 DAYS: 3000 PSI <br /> DATE CAST SLUMP MAXIMUM <br /> (INCH) TEMP CYL LOAD COMPRESSIVE <br /> SET DATE LOCATION OF CONCRETE PLACEMENT BEFORE ��� %R MIX AIR DATE AGE WT. (LBS- <br /> PLASTICIZERSTRENGTH PASS <br /> NUMBER RECEIVED °F °F TIME TRUCK TESTED DAYS LBS FORCE (PSI) Y/N <br /> 1A 11-15-00 Footings 3112 68 20 8:00 558 11-22 7 29.8 82000 2900 C <br /> B 11-16-00 Shower Building 12-13 28 29.6 130500 4610 Y C <br /> C 12-13 28 29.6 125000 4420 Y C <br /> 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 Specimens January 5, 2001 <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 <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 int unless otherwise noted <br /> Copies to: Types of Fracture ASTM C39 <br /> •Mr.Dave Schaffer-Diversified Construction (2 Copies) <br /> •Mr.Michael Shields-Walsh Bishops Associates <br /> •Mr.Lyle Ohman-Building Inspection Department-City of Orono <br /> •Concrete Supplier <br /> Tammy A.Hakanson,P.E. <br /> Senior Project Engineer <br />