Windsor Bridge
NBI Information
Location
State: New York
County: Broome County
Feature Carried: CR 28
Feature Crossed: Susquehanna River
Latitude, Longitude: 42.0739,-75.6362
Toll: On free road
Maintenance Responsibility: County Highway Agency
Structure Open, Posted, or Closed to Traffic: Open, no restriction
History
Year Built: 1935
Historical Significance: Bridge is eligible for the National Register of Historic Places.
Year Reconstructed: 2020
Picture Date: April 6, 2024
Geometry
Lanes on Structure: 2
Lanes under Structure: 0
Skew: 0 degrees
Number of Main Spans: 3
Main Structure Type: Thru Truss
Main Structure Material: Steel
Number of Approach Spans: 0
Approach Structure Type: None
Approach Structure Material: None
Condition
Inspection Date: December 2022
Deck Condition: Good
Superstructure Condition: Good
Substructure Condition: Satisfactory
Channel Condition: Good
Culvert: Not Applicable
NBI Year: 2023
Bridge Information
The Windsor Bridge is a three-span Polygonal Warren truss that was built in 1935. In the first third of the 20th century, New York developed standard details for metal truss bridges, and built them with moderate frequency. New York used Warren and Polygonal Warren truss configurations as the standard (Pennsylvania had a similar program using Pratt and Parker truss configurations). Today, most of these structures are painted the same green color, which enhances the standard appearance of the design.
This standard design uses large members and had a relatively wide deck width for the time. A fair number of them remain, as they are typically strong bridges that are capable of serving modern traffic needs safely and efficiently. In addition, these bridges are highly attractive structures and the crossing something to notice and enjoy.
This bridge is one of the largest, multi-span examples of this design. It does feature a rather unusual alteration, where a small concrete slab is cantilevered off the main deck above the bottom chord. This alteration appears to have been done in an effort to keep water and salt off the bottom chord, and therefore preserve the steel better.
The bridge underwent a major rehabilitation project in 1980, which is likely when the alteration was added. This project included a deck replacement and complete repainting. The project also included minor surface restoration of the piers. However, during construction it was determined that the deterioration was significant (up to 24” deep). A concrete shell was installed around the piers, with through through-shaft posttensioning to clamp the shell to the pier. This is rare (if not unique) process in the United States.
References
Historic Bridges: https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/windsor/
ASCE: https://ascelibrary.org/doi/epdf/10.1061/%28ASCE%291084-0680%281996%291%3A2%2879%29