Michael G. Carfagno
Engineering at Walnut Spg Dr, Dayton, OH

License number
Louisiana PE.0034559
Issued Date
Apr 6, 2009
Expiration Date
Sep 30, 2017
Category
Civil Engineer
Type
Civil Engineer
Address
Address
505 Walnut Springs Dr, Dayton, OH 45419

Personal information

See more information about Michael G. Carfagno at radaris.com
Name
Address
Phone
Michael Carfagno
505 Walnut Springs Dr, Dayton, OH 45419
Michael Carfagno
1450 Peck Ln, Dayton, OH 45459
Michael G Carfagno, age 62
946 Indigo Creek Cir, Moscow, OH 45153
Michael Carfagno
946 Indigo Creek Cir, Dayton, OH 45458
Michael Carfagno
505 Walnut Springs Dr, Dayton, OH 45419

Organization information

See more information about Michael G. Carfagno at bizstanding.com

Michael G Carfagno

Dayton, OH

Status:
Inactive
Industry:
Business Services, Nec, Nsk, Nonclassifiable Establishments
Addresses:
505 Walnut Spg Dr, Dayton, OH 45419
849 Eagle Run Dr, Dayton, OH 45458

Professional information

See more information about Michael G. Carfagno at trustoria.com
Michael Carfagno Photo 1
Vice President - Engineering Development At Contech Engineered Sollutions Llc

Vice President - Engineering Development At Contech Engineered Sollutions Llc

Position:
Vice President - Engineering Development at CONTECH Engineered Solutions LLC
Location:
Dayton, Ohio Area
Industry:
Civil Engineering
Work:
CONTECH Engineered Solutions LLC since Jul 2005 - Vice President - Engineering Development CON/SPAN Feb 1996 - Jun 2005 - Vice President Port Authority of NY & NJ - New York, NY Jun 1986 - Feb 1996 - Staff Services Engineer
Education:
New York University - Leonard N. Stern School of Business 1990 - 1993
MBA, Finance, General
Columbia University in the City of New York 1985 - 1986
MSCE, Structural Engineering
University of Cincinnati 1980 - 1985
BSCE, Civil Engineering


Michael Carfagno Photo 2
Foundation System For Bridges And Other Structures

Foundation System For Bridges And Other Structures

US Patent:
2013000, Jan 10, 2013
Filed:
Jul 3, 2012
Appl. No.:
13/541043
Inventors:
Scott D. Aston - Liberty Township OH, US
Michael G. Carfagno - Dayton OH, US
Philip A. Creamer - Springboro OH, US
International Classification:
E02D 27/32, E04G 21/02, E04B 1/04
US Classification:
52295, 5274214
Abstract:
A bridge system is provided that utilizes foundation structures that are formed of the combination of precast and cast-in-place concrete. A method of constructing the combination precast and cast-in-place concrete foundation structures involves receiving at a construction site a precast concrete foundation unit having elongated upright wall members that define a channel therebetween, and multiple upright supports located within the channel; placing the precast concrete foundation unit at a desired use location; delivering concrete into the channel while the precast concrete foundation unit remains at the desired use location; and allowing the concrete to cure-in-place such that the elongated upright wall members are connected to the cured-in-place concrete by reinforcement embedded within both the cured-in-place concrete and the upright wall members. The bridge units may be placed before the pouring step to embed the bottoms of the bridge units in the cast-in-place concrete.


Michael Carfagno Photo 3
Concrete Bridge System And Related Methods

Concrete Bridge System And Related Methods

US Patent:
2013030, Nov 14, 2013
Filed:
Jul 19, 2013
Appl. No.:
13/946500
Inventors:
Scott D. Aston - Liberty Township OH, US
Michael G. Carfagno - Dayton OH, US
Philip A. Creamer - Springboro OH, US
International Classification:
E01F 5/00
US Classification:
405126, 264299
Abstract:
A concrete culvert assembly includes a set of spaced apart elongated footers, a plurality of precast concrete culvert sections supported by the footers. Each concrete culvert section has an open bottom, an arch-shaped top wall and spaced apart side walls to define a passage thereunder, each of the side walls extending downward and outward from the top wall. Each of the side walls has a substantially planar inner surface and a substantially planar outer surface. First and second haunch sections each join one of the side walls to the top wall. Each side wall is tapered from top to bottom such that a thickness of each side wall decreases when moving from the top of each side wall to the bottom of each side wall. A bottom portion of each side wall has an exterior vertical flat extending upward from a horizontal bottom surface thereof.


Michael Carfagno Photo 4
Upper Portion Of A Concrete Bridge Unit

Upper Portion Of A Concrete Bridge Unit

US Patent:
D694910, Dec 3, 2013
Filed:
Apr 3, 2012
Appl. No.:
29/417404
Inventors:
Scott D. Aston - Liberty Township OH, US
Michael G. Carfagno - Centerville OH, US
Philip A. Creamer - Springboro OH, US
Assignee:
Contech Engineered Solutions LLC - West Chester OH
International Classification:
2503
US Classification:
D25 1


Michael Carfagno Photo 5
Upper Portion Of A Concrete Bridge Unit

Upper Portion Of A Concrete Bridge Unit

US Patent:
D697634, Jan 14, 2014
Filed:
Feb 20, 2012
Appl. No.:
29/413755
Inventors:
Scott D. Aston - Liberty Township OH, US
Michael G. Carfagno - Centerville OH, US
Philip A. Creamer - Springboro OH, US
Assignee:
Contech Engineered Solutions LLC - West Chester OH
International Classification:
2503
US Classification:
D25 1


Michael Carfagno Photo 6
Concrete Bridge System And Related Methods

Concrete Bridge System And Related Methods

US Patent:
2013020, Aug 8, 2013
Filed:
Feb 1, 2013
Appl. No.:
13/756910
Inventors:
Scott D. Aston - Liberty Township OH, US
Michael G. Carfagno - Dayton OH, US
Philip A. Creamer - Springboro OH, US
International Classification:
E01F 5/00, B28B 1/14
US Classification:
405126, 405125, 264299, 405124
Abstract:
A concrete culvert assembly includes a set of spaced apart elongated footers, a plurality of precast concrete culvert sections supported by the footers. Each concrete culvert section has an open bottom, an arch-shaped top wall and spaced apart side walls to define a passage thereunder, each of the side walls extending downward and outward from the top wall. Each of the side walls has a substantially planar inner surface and a substantially planar outer surface. First and second haunch sections each join one of the side walls to the top wall. Each side wall is tapered from top to bottom such that a thickness of each side wall decreases when moving from the top of each side wall to the bottom of each side wall. A bottom portion of each side wall has an exterior vertical flat extending upward from a horizontal bottom surface thereof.