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135th Street Bridge

Romeoville Bridge / Romeo Road Swing Bridge

135th Street Bridge

Primary Photographer(s): Nathan Holth

Bridge Documented: August 12, 2006

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Key Facts

Facility Carried / Feature Intersected
135th Street Over Des Plaines River
Location
Romeoville: Will County, Illinois: United States
Construction Date and Builder / Engineer
1899 By Builder/Contractor: Strobel Steel Construction Company of Chicago, Illinois

Technical Facts

Rehabilitation Date
1996
Main Span Length
204 Feet (62.18 Meters)
Structure Length
302 Feet (92.05 Meters)
Roadway Width
18 Feet (5.49 Meters)
Spans
1 Main Span(s)
NBI Number
99990221853

Historic Significance Rating (HSR)

Bridge Documentation

View Archived National Bridge Inventory Report - Has Additional Details and Evaluation

View Historic American Engineering Record (HAER) Documentation For This Bridge

HAER Data Pages, PDF - HAER Original Plan Sheets, PDF

This magnificent climax to the Centennial Trail system that has been created in the area is a structure that was once common in the area 100 years ago but is today distinguished as the last highway swing bridge remaining from the Sanitary and Ship Canal. A few railroad swing bridges do remain however. This bridge is unusual as swing bridges go not only for its length, but also for its bobtail (asymmetrical) design. This bridge was closed to traffic in 1990, and eventually replaced by a modern bridge. View the archived National Bridge Inventory file for information about this bridge in its previous location. This historic bridge was relocated here to this nearby location in 1996. In addition to its significance as a rare surviving highway bridge, the bridge is also significant for its Warren truss configuration, which is rare among pin-connected truss bridges. This bridge is visually beautiful, and it owes much of this beauty to the extensive network of lattice and v-lacing on its built-up members, chords, and portal bracing designs. There is a lot to look at on this bridge! It is a must-see attraction of any Chicagoland visit.

A report by the canal's chief engineer, Isham Randolph provided information about the bridge as originally constructed. Heldmaier and Neu were the substructure contractors, with C. L. Strobel the superstructure contractor. Original roadway was 20 feet. Total weight of iron and steel in the bridge was 339,505 pounds, with a 208,100 pound counterweight.


This bridge is tagged with the following special condition(s): Reused

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