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Deering Bridge

Bascule Lift Bridge over N. Branch Chicago River
Logan Square, Chicago, Cook County, Illinois

Click the Photo Above to See All Photos of This Bridge!
Name Deering Bridge
Built By Chicago & North Western Railway
Contractor (Superstructure) American Bridge Company of New York
Contractor (Substructure) Great Lakes Dredging & Dock Company of Chicago
Contractor (Erection) Kelly-Atkinson Construction Company of Chicago
Engineer Strauss Engineering Company of Chicago, Illinois
Currently Owned By Union Pacific Railroad
Length 269 Feet Total, 186 Foot Main Span
Width 3 Tracks, 2 In Use
Height Above Ground 20 Feet (Estimated)
Superstructure Type Warren Through Truss Bascule and Deck Girder
Substructure Type Concrete
Date Built 1916
Traffic Count 65 Trains/Day (Estimated)
Current Status In Use
UP Bridge Number 3.20
C&NW Bridge Number 1300
Significance Regional Significance
Documentation Date July 2015
A brief history of the Union Pacific Kenosha Subdivision:


12/03/21


View an article regarding the construction of this bridge.

Located along Ashland Avenue in the Logan Square neighborhood of Chicago, this massive lift bridge carries the UP North Corridor over the North Chicago River.
Built in 1916 to replace a far smaller and lighter double track swing bridge which dated to 1887, the current bridge is one of the largest movable bridges in Chicago. The bridge was designed to carry three tracks, an oddity.
One of the main challenges of constructing this bridge was the amount of trains using the tracks daily, as almost 200 trains per day would use the old structure.
Because of this, the construction required extreme amounts of staging and precision to avoid significant disruptions to traffic. A temporary wooden approach was constructed to the old bridge to help with construction, and the new bridge was constructed in a raised position around the old bridge.
Because this bridge is a bascule design, the counterweights at the end would block railroad traffic in a raised position. To help avoid this, an unusual counterweight design was used, with each counterweight running parallel to the tracks, instead of one solid concrete block.
In an 18-hour period on July 30th, 1916; the old bridge would be quickly demolished and the new bridge lowered into place.

Historic Photo
Photo showing construction process. From The Contractor; October 15th, 1916. Digitalized by Google.

The current bridge at this location features a Strauss Heel Tunnion style bascule bridge with a single leaf. The truss on the bridge is arranged into a 6-panel, riveted Warren Through Truss design. Construction was done by the Kelly-Atkinson Construction Company of Chicago, and the main span was designed by the Strauss Bascule Bridge Company. The bridge also rests on concrete substructures, and features large concrete counterweights. These counterweights are unusual due to the nature of the construction of the bridge. A single deck girder span also approaches the bridge on the north end.
While the third track has not been used in some time, it is apparent that plans are being made to use the track again. In 2019, the bridge was rehabilitated, and a third track installed on the bridge, although not connected at either end. A series of grade separation bridges to the north are in the planning phase for replacement with triple track structures.
In addition to this site, Historicbridges.org has done an excellent job of documenting this bridge.

Historic Photo
Bridge Construction Photo; from the Strauss Bascule Bridge Company catalog, 1920

Overall, the bridge appears to be in good condition, and should be in service for many years to come.
The author has ranked this bridge as being regionally significant, due to the design.
The photo above is an overview from Ashland Avenue.

N. Branch Chicago River Railroad Bridges
Upstream Jacob Park Rail Bridge
Downstream Bloomingdale Line Swing Bridge

Citations

Source Type

Source

Build Date Historic article
Contractor Historic article
Railroad Line History Source ICC Valuation Information, Compiled by Richard S. Steele



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