HomeMy WebLinkAbout1999 - Concrete Strength Report . , i,q0
STRENGTH REPORT GME Consultants, Inc.
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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)