Galvanized Steel Railway Bridge Assembled Off-Site, Installed in 11-Days
The following case study and accompanying images were provided by SSSBA member V&S Galvanizing.
The Assonet River Railroad Bridge in Assonet, Massachusetts, was recently replaced as part of the South Coast Rail Project, which is restoring Massachusetts Bay Transportation Authority (MBTA) commuter rail service between Boston and Southeastern Massachusetts for the first time since the 1950s. Phase 1 of the project will allow commuters to travel via a one-seat trip from Boston to the southeastern region—significantly improving transit access and reliability across the state’s southern corridor.
Modern Steel Solution for a Historic Route
The new Assonet River Bridge is a steel railway bridge designed to support heavy commuter train traffic while delivering long-term performance in a challenging environment. With girders standing 7 feet tall and a total span of 80 feet, the bridge was fabricated using 67 tons of structural steel. The decision to use steel allowed for off-site fabrication and assembly—key advantages for a project located deep in the woods near the Assonet River.
Galvanized Steel: Built to Last in Harsh Conditions
To protect the steel structure, hot-dip galvanizing was specified for all major components, including girders, plates, beams, and angles. This coating system was selected for its proven durability, corrosion resistance and sustainability. The MBTA prioritized a solution that would perform reliably in the moist, forested environment without requiring frequent maintenance or recoating—something that would be difficult and costly given the bridge’s location.
The result is a railway bridge that will serve generations of commuters with minimal disruption and environmental impact.

To protect the steel structure, all major components of the Assonet River Railroad Bridge – including girders, plates, beams, and angles – were hot-dip galvanized.
Efficient Construction with Minimal Impact
Due to site constraints and the importance of maintaining the commuter rail timeline, the steel bridge was fully assembled off-site by project partners including Greiner Industries, Skanska, VHB, HNTB, and the MBTA. After assembly, the structure was transported and installed in a carefully coordinated 11-day service window, during which the old bridge was removed, precast components were set, and the new bridge was bolted into place.

By combining efficient construction techniques with galvanized steel, the Assonet River Railroad Bridge replacement highlights how modern steel railway bridges can meet today’s infrastructure demands.
Sustainable Infrastructure in Motion
By combining efficient construction techniques with sustainable materials like galvanized steel, the Assonet River Railroad Bridge replacement highlights how modern steel railway bridges can meet today’s infrastructure demands while preparing for tomorrow’s needs. The project earned recognition in both the Bridge & Highway and Transportation sectors.
As one project team member put it, “Over the river and through the woods. The Assonet River installation combined traditional techniques with new techniques. It also helped to limit the environmental footprint of the construction.”
For more information, contact:
Alek Novatnak
Northeast Sales & Marketing Manager
V&S Galvanizing
153 Micro Drive
Jonestown, PA 17038
717-639-4896
alekn@hotdipgalv.com
Does steel provide a cost-effective solution for short span bridges?
Short span steel bridges deliver significant cost savings because of steel’s light weight, the allowance of smaller abutments, rapid installation, and the use of lighter equipment and local crews. Steel also delivers durability with an expected service life of more than 100 years for many bridges, considerable life cycle advantages, and minimal maintenance requirements over the service life of the structure.
Dr. Michael Barker, University of Wyoming, explored the initial costs, life cycle costs, future costs, and bridge life of 1,186 typical steel and concrete state bridges in Pennsylvania built between 1960 and 2010. He compiled a database from PennDOT historical data comparing five types of bridges, including concrete precast I-beam, box adjacent, and box spread bridges, and steel rolled beam and welded plate girder.
Results showed steel I-beams have the lowest average deterioration rate; have the longest average expected life (81 years); offer the lowest average initial and life cycle costs for short bridges; and have lower average future costs compared to initial costs.
Download the fact sheet.
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