Samuel George Bonasso
Engineers in Morgantown, WV
License number
Colorado 9699
Issued Date
Dec 20, 1969
Renew Date
Jun 25, 1990
Expiration Date
Jun 25, 1990
Type
Professional Engineer
Address
Address
PO Box 1250, Morgantown, WV 26505
Personal information
See more information about Samuel George Bonasso at radaris.comName
Address
Phone
208 Wagner Rd, Morgantown, WV 26501
23 Tresara Dr, Fairmont, WV 26554
Morgantown, WV
630 15Th St, Huntington, WV 25701
208 Wagner Rd, Morgantown, WV 26501
Professional information
See more information about Samuel George Bonasso at trustoria.com
President, Reagco
President, Reagco
Position:
President at Reinforced Aggregates Company
Location:
Morgantown, West Virginia
Industry:
Construction
Work:
Reinforced Aggregates Company
- Morgantown, WV since Apr 2005
-
President
Research and Special Programs, USDOT
- Washington D.C. Metro Area Nov 2002 - Mar 2005
-
Deputy and Acting Administartor
West Virginia Department of Transportation
- Charleston, West Virginia Area Jun 1998 - Apr 2000
-
Secretary of Transporation
Education:
West Virginia University 1962 - 1964
MSCE, Civil Structural Engineering University of Miami 1957 - 1962
BSCE, Civil Engineering
MSCE, Civil Structural Engineering University of Miami 1957 - 1962
BSCE, Civil Engineering
Interests:
road building innovation, infrastructure construction, golf,
Tension Arch Structure
Tension Arch Structure
US Patent:
4644978, Feb 24, 1987
Filed:
Oct 3, 1985
Appl. No.:
6/783567
Inventors:
Samuel G. Bonasso - Morgantown WV
International Classification:
F16C 922
US Classification:
138157
Abstract:
A structural system for use in bridges, buildings and other structures. The system supports part of its load by tension action and part of its load by arch action. Cables are stretched and anchored between end supports. Lateral compressive elements are placed over the cables and fit over grooves across the bottoms of the elements. The gooves vary in depth. The cables are near the bottom of the elements at the center span and near the top of the elements at the end supports.
Tension Arch Structure
Tension Arch Structure
US Patent:
4631772, Dec 30, 1986
Filed:
Dec 28, 1983
Appl. No.:
6/568219
Inventors:
Samuel G. Bonasso - Morgantown WV
International Classification:
E01D 1100
US Classification:
14 20
Abstract:
A structural system for use in bridges, buildings and other structures. The system supports part of its load by tension action and part of its load by arch action. Cables are stretched and anchored between end supports. Lateral compressive elements are placed over the cables and fit over grooves across the bottoms of the elements. The grooves vary in depth. The cables are near the bottom of the elements at the center span and near the top of the elements at the end supports.
System And Method For Reinforcing Aggregate Particles, And Structures Resulting Therefrom
System And Method For Reinforcing Aggregate Particles, And Structures Resulting Therefrom
US Patent:
7470092, Dec 30, 2008
Filed:
Aug 16, 2005
Appl. No.:
11/204541
Inventors:
Samuel G. Bonasso - Morgantown WV, US
International Classification:
E02D 17/00, E02D 29/02, E02B 5/00
US Classification:
405284, 4053024
Abstract:
A method for forming a structure includes arranging a plurality of cylindrical segment elements on a surface. Each of the first plurality of cylindrical segment elements defines a cylindrical void therein. Aggregate material may be poured over the plurality of cylindrical segment elements such that the cylindrical voids are substantially filled with aggregate particles. The cylindrical segment elements limit lateral movement of the aggregate particles.
Tension Arch Structure
Tension Arch Structure
US Patent:
4464803, Aug 14, 1984
Filed:
Apr 28, 1982
Appl. No.:
6/372805
Inventors:
Samuel G. Bonasso - Morgantown WV
International Classification:
E01D 1100, E04B 132
US Classification:
14 20
Abstract:
A structural system for use in bridges, buildings and other structures. The system supports part of its load by tension action and part of its load by arch action. Cables are stretched and anchored between end supports. Lateral compressive elements are placed over the cables and fit over grooves across the bottoms of the elements. The grooves vary in depth. The cables are near the bottom of the elements at the center span and near the top of the elements at the end supports.
Tension Arch Structure
Tension Arch Structure
US Patent:
4704754, Nov 10, 1987
Filed:
Feb 20, 1987
Appl. No.:
7/016795
Inventors:
Samuel G. Bonasso - Morgantown WV
International Classification:
E01D 1100, E01D 904
US Classification:
14 20
Abstract:
A structural system for use in bridges, buildings and other structures. The system supports part of its load by tension action and part of its load by arch action. Cables are stretched and anchored between end supports. Lateral compressive elements are placed over the cables and fit over grooves across the bottoms of the elements. The grooves vary in depth. The cables are near the bottom of the elements at the center span and near the top of the elements at the end supports.