Growing Momentum for Press-Brake Tub Girders in Short Span Bridge Construction
Photo: Press-brake tub girder in Geauga County, Ohio. Photo Credit: Nelson Bridge Systems
Press-brake tub girders (PBTGs) continue to gain momentum as an efficient, durable and cost-effective solution for short-span bridge construction. With growing interest from bridge owners and engineers, companies such as Delta Steel and Nelson Bridge Systems are expanding their capabilities to support the design, fabrication and delivery of these innovative steel bridge systems.
Developed through research and collaboration supported by the Short Span Steel Bridge Alliance (SSSBA), press-brake tub girders offer several advantages over conventional bridge systems, including reduced fabrication requirements, lightweight construction, high torsional stiffness and opportunities for accelerated bridge construction.
The technology uses structural steel plate that is cold-formed into a shallow trapezoidal tub section using a press brake. By forming the primary girder section from a single plate, the system reduces welding requirements while providing an efficient structural shape. PBTGs can be fabricated using weathering steel or galvanized for corrosion protection, depending on project requirements. They can also be incorporated into modular bridge systems to simplify transportation and installation.
Expanding Fabrication and Supply Capabilities
Delta Steel, a structural steel service center and member of The Infra Group, recently expanded its capabilities to offer press-brake tub girder forming and processing services. At its Fort Worth, Texas, facility, Delta Steel offers forming capabilities for girders up to 60 feet long, using AASHTO M270 (ASTM A709 GR 50) steel plate up to 1/2-inch thick. These capabilities enable the company to provide formed tub sections, processed plate and fabrication-ready components to bridge fabricators. The investment provides another source of formed steel components for PBTG projects, helping expand the supply chain available to bridge fabricators and contractors.
Recent Bridge Projects Demonstrate the Technology
Several recent projects highlight the practical applications of press-brake tub girders.
Cherry Hill Road Bridge – Washtenaw County, Michigan
Nelson Bridge Systems supplied six galvanized PBTGs for the replacement of the Cherry Hill Road Bridge over Fleming Creek. The project replaced a deteriorating concrete box beam superstructure with six 18-inch-deep steel tub girders supporting a concrete deck.
The lightweight PBTG superstructure allowed the existing bridge foundations to be retained while accommodating current design loading requirements. According to Nelson Bridge Systems, this approach reduced replacement costs and helped shorten construction.

Aerial view of the Cherry Hill Road Bridge replacement in Washtenaw County, Michigan, featuring six galvanized press-brake tub girders supplied by Nelson Bridge Systems. Photo Credit: Washtenaw County Road Commission
The bridge reopened to traffic on August 8, 2026, following approximately three months of construction. Additional project information and photographs are available in Nelson Bridge Systems’ project case study.
Geauga County Bridge – Ohio
Another recent project in Geauga County, Ohio, illustrates the coordination between Delta Steel and Nelson Bridge Systems. According to a Delta Steel project announcement, the bridge replacement utilized 10 U-24 steel tub girders for an overall bridge length of 69 feet, manufactured from 3/8-inch AASHTO M270 (ASTM A709 GR 50) steel plate, along with more than 200 additional fabricated components.

Galvanized press-brake tub girders staged for installation on a 69-foot bridge replacement project in Geauga County, Ohio, with forming services provided by Delta Steel and fabrication by Nelson Bridge Systems. Photo Credit: Nelson Bridge Systems

Close-up view of the galvanized U-24 press-brake tub girders, highlighting the trapezoidal steel sections, internal bracing and shear connectors prior to installation on the Geauga County bridge. Photo Credit: Nelson Bridge Systems
The project replaces an existing concrete bridge and demonstrates the coordination of material sourcing, plate processing, forming, fabrication and field installation needed to deliver a completed PBTG superstructure. Bridge construction started May 29, and the complete bridge opened to traffic on October 1, for a total of 126 days of construction.
Smith Road Bridge – Will County, Illinois
In Will County, Illinois, Nelson Bridge Systems recently reported the installation of 15 galvanized press-brake tub girders for the Smith Road Bridge over Long Run Creek.
The replacement structure includes three spans with an overall bridge length of approximately 103 feet and utilizes 12-inch-deep steel tub girders supporting a concrete deck. The project illustrates the versatility of PBTGs for multi-span bridge applications.

Installation of galvanized press-brake tub girders for the Smith Road Bridge in Will County, Illinois, demonstrating how their lightweight, prefabricated design allows for efficient installation and accelerated bridge construction. Photo Credit: Nelson Bridge Systems

Installation of 15 galvanized, 12-inch-deep press-brake tub girders for the three-span Smith Road Bridge replacement over Long Run Creek in Will County, Illinois. Photo Credit: Nelson Bridge Systems
These projects demonstrate the adaptability of PBTGs for local bridge replacements, particularly where reducing superstructure weight, simplifying construction and minimizing long-term maintenance are important considerations.
Building on Years of Research and Development
The growing availability of PBTGs builds on more than a decade of research, development and industry collaboration. In response to a 2009 challenge from the Federal Highway Administration to develop economical, modular steel bridge solutions, the SSSBA organized a national task group to investigate innovative short-span bridge systems.
Led by researchers at West Virginia University, the effort resulted in the development and testing of shallow press-brake-formed steel tub girders. The SSSBA subsequently supported additional research, experimental testing, standardized designs and educational resources to advance the technology.
The history and development of PBTGs is documented on the SSSBA website, including the construction of the first PBTG bridge in the United States in Buchanan County, Iowa, in 2015.

Early development of press-brake tub girders was supported by pioneering design and testing efforts led by Dr. Karl Barth of West Virginia University and Dr. Gregory Michaelson of Marshall University, with contributions from SSAB and other steel industry partners.

Testing of a composite press-brake tub girder at West Virginia University, part of an extensive SSSBA-supported research program evaluating the strength, fatigue performance and structural behavior of PBTGs for short-span bridge applications.
SSSBA has also supported extensive experimental research addressing structural performance, fatigue, live-load distribution and other design considerations. These efforts have resulted in a comprehensive collection of PBTG research reports available to bridge engineers and researchers.
Today, PBTGs have been used in bridge projects across numerous states, providing bridge owners with another option for efficient steel bridge replacement.
Resources for Bridge Owners and Engineers
As additional companies develop capabilities to support PBTG projects, bridge owners and engineers have access to an expanding network of suppliers, fabricators, and technical resources. The SSSBA maintains a comprehensive collection of press-brake and folded-plate girder resources, including research, project case studies, design guidance and educational materials.
For information on available suppliers and fabrication services, visit the SSSBA Supplier Directory, which includes companies offering press-brake and folded tub girder products and services.
Additional information is available from Delta Steel and Nelson Bridge Systems.
The SSSBA also offers complimentary project assistance to bridge owners and engineers interested in evaluating steel solutions for their next bridge project.
What are Press Brake Tub Girders?
Press-brake-formed tub girder (PBTG) is a new technology for short span bridge applications. It consists of modular galvanized shallow trapezoidal boxes fabricated from cold-bent structural steel plate (watch fabrication video). A concrete deck is recommended to be precast on the girder and the modular unit can be shipped by truck to the bridge site.

The system utilizes standard plate widths (based on availability) and is optimized to achieve maximum structural capacity, with most of the steel in the bottom flange and increased torsional stiffness. It is a closed system, since the girder is closed at the bottom. It is versatile for multiple-deck options.
The system utilizes Accelerated Bridge Construction practices, since it:
- Can be installed in one or two days
- Is modular, allowing the use of a precast deck
- Is cost-effective―as much as 1/3 less than a standard concrete girder structure
- Is simple to fabricate, requiring very little welding.

The Short Span Steel Bridge Alliance has developed standardized plans using standard plate sizes (60”, 72” 84”, 96”, 108”, 120”). The designs were developed to achieve maximum structural capacity and are available to use in the free-to-use, web-based design tool eSPAN140.
The press-brake-formed tub girder system is open source.
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