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HomeMy WebLinkAbout1999 - Concrete Strength Report . , i,q0 STRENGTH REPORT GME Consultants, Inc. ?:-.At4 S ua--. CONCRETE " a �� Geotechnical • Materials • Environmental 14000 21st Avenue North Project and Location: Service 800 Building, Orono, Minnesota APR n s 1 oo E Minneapolis, Minnesota 55447 Architect or Engineer: Charles Radloff Architects/RRK (612) 559-1859 Fax: (612) 559-0720 General Contractor: K.M. Building Company CITY ur ORONO Concrete Contractor: Owner/Developer: Green Valley Associates GME Project Number: 8216 CONCRETE SUPPLIER: PLANT: l MIX: I CUMULATIVE QUANTITY: YDS I _____ SPECIFIED SLUMP: SPECIFIED AIR CONTENT: I REQUIRED STRENGTH AT 28 DAYS: 3000 PSI DATE CAST SLUMP MAXIMUM (INCH) TEMP CYL LOAD COMPRESSIVE SET DATE LOCATION OF CONCRETE PLACEMENT BEFORE AFTER AIR MIX AIR DATE AGE WT. (LBS- STRENGTH PASS • NUMBER RECEIVED PLASTICIZER PLASTICIZER % OF °F TIME TRUCK TESTED (DAYS) (LBS) FORCE) (PSI) Y/N 1A 3-4-99 Footings 3-11 7 29.4 94900 3360 C B 3-10-99 4-1 28 C 4-1 28 ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens April 2, 1999 ASTM C 94 Standard Specification for Ready Mix Concrete ASTM C 138 Standard Test Method for Unit Weight, Yield &Air Content (Gravimetric) of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test Specimens were cast by GME Consultants ► Test Specimens were not cast by GME Consultants - No other information is available Test Specimens were cast in 6" x 12" molds with a cross-sectional area of 28.27 in'unless otherwise noted Copies to: r 1 • Mr. Rich Kiemen -K.M. Building Company (2 Copies) YI-eof Fracture ASTM C39 • Mr. Dick Kane -RRK _ • Mr. Charles Radloff -Charles Radloff Architects , - / • Building Inspection Department -City of Orono ,, /Ll • Concrete Supplier _ Steven J. Ruesink, P.E. ` Project Engineer Cone Cone and TDI t Cone and Shear Shear Co 1 Airliner CaJ (b) (c) Cdr Ce) c . i q C, Li-dLt?.-Lai-r-t b,10 . CONCRETE STRENGTH REPORTGnnE °nsultants, Inc. , Geotechnical • Materials • Environmental 14000 21st Avenue North Project and Location: Service 800 Building, Orono, Minnesota `-is. Minneapolis, Minnesota 55447 Architect or Engineer: Charles Radloff Architects/RRK APP 1 3 1999 (612) 559-1859 Fax: (612) 559-0720 General Contractor: K.M. Building Company Concrete Contractor: 41 i i OIrO O Owner/Developer: Green Valley Associates GME Project Number: 8216 CONCRETE SUPPLIER: PLANT: MIX: CUMULATIVE QUANTITY: YDS SPECIFIED SLUMP: SPECIFIED AIR CONTENT: REQUIRED STRENGTH AT 28 DAYS: 3000 PSI DATE CAST SLUMP MAXIMUM (INCH) TEMP CYL LOAD COMPRESSIVE SET DATE LOCATION OF CONCRETE PLACEMENT BEFORE AFTER AIR MIX AIR DATE AGE WT. (LBS- STRENGTH PASS • NUMBER RECEIVED PLASTICIZER PLASTICIZER % °F °F TIME TRUCK TESTED (DAYS) (LBS) FORCE) (PSI) Y/N 1A 3-4-99 Footings 3-11 7 29.4 94900 3360 C B 3-10-99 4-1 28 29.5 139200 4920 Y C C 4-1 28 29.4 143300 5070 Y C ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens April 2, 1999 ASTM C 94 Standard Specification for Ready Mix Concrete April 7, 1999 ASTM C 138 Standard Test Method for Unit Weight, Yield &Air Content (Gravimetric) of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test Specimens were cast by GME Consultants ► Test Specimens were not cast by GME Consultants - No other information is available Test Specimens were cast in 6" x 12" molds with a cross-sectional area of 28.27 in2 unless otherwise noted Copies to: / • Mr. Rich Kiemen -K.M. Building Company (2 Copies) Types of Fracture ASTM C39 • Mr. Dick Kane -RRK • Mr. Charles Radloff -Charles Radloff Architects \\ / 1 • Building Inspection Department -City of Orono / - • Concrete Supplier Steven J. Ruesink, P.E. Project Engineer Cone Cone and Split Cone and Shear Shear Columner (a) (0) (0) Cd) Ce) COREFILL STRENGTH REPORT GME Consultants, Inc. , Geotechnical •Materials • Environmental I I 14000 21st Avenue North Project and Location: Service 800 Building, Orono, MinnesotaMinneapolis, Minnesota 55447 Architect/Engineer: Charles Radloff Architects/RRK • `.-�i'• (612) 559-1859 Fax: (612) 559-0720 General Contractor: K.M. Building Company Masonry Contractor: Owner/Developer: Green Valley Associates GME Project Number: 8216 SUPPLIER: Required Strength at 28 Days: 4000 PSI DATE CAST CROSS- MAXIMUM TEMP SECTIONAL LOAD COMPRESSIVE SET DATE LOCATION OF COREFILL PLACEMENT SLUMP AIR MIX AIR DATE AGE AREA (LBS- STRENGTH PASS • NUMBER RECEIVED (INCH) % °F °F TIME TRUCK TESTED (DAYS) (SO IN) FORCE) (PSI) Y/N CF1A 3-11-99 Below grade, CMU wall 3-18 7 28.27 75500 2670 C B 3-15-99 Perimeter Walls 4-8 28 C 4-8 28 ASTM C 31 Standard Practice for Making and Curing Concrete Test Specimens in the Field Date Report Prepared: ASTM C 39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens April 2, 1999 ASTM C 94 Standard Specification for Ready Mix Concrete ASTM C 138 Standard Test Method for Unit Weight, Yield &Air Content (Gravimetricl of Concrete ASTM C 143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C 172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C 173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 476 Standard Specification for Grout Masonry ASTM C 1019 Standard Test Method for Sampling and Testing Grout ASTM C 1064 Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete Test Specimens were cast by GME Consultants • Test Specimens were not cast by GME Consultants - No other information is available ► Test Specimens were cast in 6" x 12" molds with a cross-sectional area of 28.27 in2 Test Specimens were cast in 4" x 8" molds with a cross-sectional area of 12.56 in2 Test Specimens were cast in 3" x 6" molds with a cross-sectional area of 7.07 in2 Test Specimens were cast in prism specimens the cross-sectional area is noted Copies to: Types of Fracture ASTM C39 • Mr. Rich Kiemen -K.M. Building Company (2 Copies) • Mr. Dick Kane -RRK • Mr. Charles Radloff -Charles Radloff Architects , , ----7 „..7A7.01,7(........------ • Building Inspection Department -City of Orono Steven J. Ruesink, P.E. , , , Project Engineer Cone Cone and Spilt Core and Shear Shear Coiumner (a) (b) Cc) Cd) Ce)