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Canal Street Railroad Bridge

Pennsylvania Railroad Bridge 458

Canal Street Railroad Bridge



Bridge Documented: October 2010

Primary Photographer(s): Nathan Holth

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Key Facts
Bridge Name Facility Carried / Feature Intersected Location Structure Type Construction Date and Builder/Engineer
Canal Street Railroad Bridge
Pennsylvania Railroad Bridge 458
Railroad (Amtrak, Metra) Over South Branch Chicago River Chicago: Cook County, Illinois Metal 10 Panel Rivet-Connected Parker Through Truss, Movable: Vertical Lift 1915 By Builder/Contractor: Pennsylvania Steel Company of Steelton, Pennsylvania and Engineer/Design: Waddell and Harrington
Technical Facts
Main Span Length Structure Length Main Spans Approach Spans
272.8 Feet (83.1 Meters) 272.8 Feet (83.1 Meters) 1 2

Historic Significance Rating (HSR)

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

HAER Data Pages, PDF

View A Historical Article About This Bridge From The Railway Age Gazette and the Engineering Record

View A Detailed Historical Article About This Bridge In The Journal of the Western Society of Engineers

View A Detailed Historical Article Discussing The Mechanics of This Bridge

View Various John Alexander Low Waddell Patents For Lift Bridges: 506571, 932359, 952486, 1049422

This impressive vertical lift bridge was completed in 1915, and at the time had the heaviest lift span in the country, according to the Historic American Engineering Record documentation. The bridge serves a variety of trains including Metra, Amtrak, and Norfolk Southern. The bridge was originally owned by the Pennsylvania Railroad. The bridge is a vertical lift bridge built by Waddell and Harrington, an innovative and noteworthy engineering company associated with famous bridge engineer John Alexander Low Waddell. The bridge is the only such example on the Chicago River. As the only vertical lift bridge near the downtown area, it is not only historically significant, it is further imperative to preserve since it helps enrich a Chicago tour, by ensuring that all of the most common movable bridge types are around in the Chicago area for people to investigate.

The bridge provides a 130 foot clearance in the raised position. The towers are 195 feet in height. The bridge has a significant 47 degree skew. The machinery house is located on top of the truss in the center, while the bridgetender building is located directly underneath the machinery house. This bridgetender building is no longer used, and a brick structure on the ground near the bridge is the current bridgetender building.

The bridge replaced a swing bridge structure. Like many railroad bridge replacement projects, railroad traffic continued to flow over the swing bridge while the replacement bridge was being built. The lift truss span was constructed outward from the towers with the use of special falsework that angled back into the tower so that it would not be in the river obstructing boats. The bridge was also designed so that the railroad grade could be raised by up to 25 feet in the future if needed, which was one of the reasons why the vertical lift bridge type was selected, since it was found this bridge type could accommodate such a change. As built, the bridge contained 6,941,000 pounds of structural steel and machinery. An interesting design feature of the bridge was that the northern piers of the bridge were built overly wide, so that half of these piers could support half of a second vertical lift bridge, should the railroad have wished to add more trackage to the line. The diagram to the left shows how this second bridge would have been configured. As seen today, this second bridge was never built.

Information and Findings From Chicago Landmarks Designation

General Information

Address: South of 19th St., East of Lumber St. (South Branch of the Chicago River)
Year Built: 1914
Architect: Waddell & Harrington
Date Designated a Chicago Landmark: December 12, 2007

The Pennsylvania Railroad Bridge was designed by innovative and influential engineers John Alexander Low Waddell and John Lyle Harrington. Upon its completion in 1914, the bridge had the heaviest main span of any vertical-lift bridge in the United States. The steel truss span is situated between two towers, which rest on concrete piers on the river banks. A distinctive feature of the structure is the bridge tender's house at the middle of the span. A system of 64 cables and 32 pulleys engaged to vertically raise the span to provide a clearance of 111 feet above the river. Today the bridge is in use by both freight and passenger rail traffic, and is a familiar visual landmark to visitors of Ping Tom Park and commuters on the CTA Orange Line and Metra and AMTRAK trains.

This Bridge Is A Designated Chicago Landmark

Visit The Chicago Landmarks Website

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Chicago / Cook County Bridge News

May-June 2012 - Click here to view the Spring 2012 Bridge Lift Schedule. The lift season is shorter this spring due to work on the Chicago Lock, but lifts will also be more frequent.

General Chicago / Cook County Bridge Resources

View Historic American Engineering Record (HAER) Overview of Chicago Bascule Bridges (HAER Data Pages, PDF)

Chicago Loop Bridges is another website on the Internet that is a great companion to the HistoricBridges.org coverage of the 18 movable bridges within the Chicago Loop. This website includes additional information such as connections to popular culture, overview discussions and essays about Chicago's movable bridges, additional videos, and current news and events relating to the bridges.

Additional Online Articles and Resources - This page is a large gathering of interesting articles and resources that HistoricBridges.org has uncovered during research, but which were not specific to a particular bridge listing.

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