NBI Information

Location

State: Pennsylvania

County: Wayne County

Feature Carried: PA-1002

Feature Crossed: Delaware River

Latitude, Longitude: 41.6697,-75.0584

Toll: On free road

Maintenance Responsibility: State Highway Agency

Structure Open, Posted, or Closed to Traffic: Bridge closed to all traffic

History

Year Built: 1901

Historical Significance: Bridge is on the National Register of Historic Places. 

Year Reconstructed: 1980

Year Closed: 2019

Picture Date: April 6, 2024

Geometry

Lanes on Structure: 1

Lanes under Structure: 0

Skew: 0 degrees

Number of Main Spans: 2

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: November 2020

Deck Condition: Poor

Superstructure Condition: Poor

Substructure Condition: Critical

Channel Condition: Fair

Culvert: Not Applicable

NBI Year: 2023

Bridge Information

The Skinners Falls Bridge is a Baltimore Through Truss, which was completed in November of 1902. It was one of the first bridges built by the American Bridge Company, which was formed in 1900. This bridge had a rough start to its life. In 1904, an icy flood pushed the New York span downriver. The girders from the damaged section were used to make the repairs, although it is unclear where they were actually used. The bridge was reopened later that year, and the repairs were done by the Milanville Bridge Company who owned and operated the bridge.

This bridge was constructed as a toll bridge, but pedestrians were not charged a toll. In addition, ministers were not tolled so they could better serve their communities.

In the 1920’s, the New York – Pennsylvania Joint Bridge Commission was formed to buy out the private bridges and remove the tolls on the bridges over the Delaware River. This bridge was purchased in 1922 and was put under the Pennsylvania Department of Highways took jurisdiction. In 1936, the bridge became the full property of PennDOT.

PennDOT kept the bridge in good condition, and it was able to survive numerous storms and floods without any structural damage. From 1986 to 1987, the bridge underwent a major rehabilitation project. At this time, the bridge was already posted for a nine-ton weight limit. The rehabilitation project aimed to extend the service life of this bridge at that weight limit, not to improve upon it. This project included replacing some of the pins, strengthening the floor beams and stringers, replacing the guiderail, replacing the wooden deck, and repainting the bridge. The project was done without any major alterations, and the historical integrity of the bridge was maintained.

By 2010, the condition of the bridge had deteriorated significantly, and emergency repairs were needed. The bridge was closed on January 19, 2010, when a truss member was found to be defective. Later that year, the bridge underwent a rehabilitation so that it could be reopened.

In 2015, it was discovered that the bridges suspension wires were twisted, and the bridge was closed again. Repairs were made throughout 2016, and height bars were installed at both ends of the bridge to prevent heavy vehicles from using the bridge.

The bridge was closed again in 2018 after more deterioration was found. This included damage to the central pier which was caused by ice jam in the river. The bridge was opened again later that year, but it closed for good in 2019. A chain-link fence was added to keep pedestrians and cyclists off the bridge in 2023.

The Pennsylvania Department of Transportation began the ​​Skinners Falls Bridge Project in 2021. In 2023, they began the Historic Bridge Rehabilitation Analysis (HBRA) and the new bridge alternatives analysis. The HBRA evaluates the potential weight-carrying capacity of the rehabilitated bridge, and evaluates whether the rehabilitation alternatives and improvements will meet the project's Purpose and Needs. Phase 1 has been completed, and it was determined that rehabilitation is possible. Phase 2 will be completed in Winter 2024/2025. The new bridge alternatives analysis identifies environmental constraints, develops and assess crossing locations, develops bridge cross sections, and develop and assess bridge types. During this analysis, six conceptual alignments were developed and evaluated. Three of these alignments were recommended for further study. The project is still ongoing, and it has not been decided if the bridge will be rehabilitated or replaced.

References

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