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

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