IR Waubonsie Creek Bridge


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Name IR Waubonsie Creek Bridge
Chicago, Burlington and Quincy Railroad Bridge #43.42
Built By Chicago, Burlington & Quincy Railroad
Currently Owned By Illinois Railway
Superstructure Contractor Vierling Steel Works of Chicago, Illinois
Length 97 Feet Total, 40 Foot Main Span
Width 1 Track
Height Above Ground 15 Feet (Estimated)
Superstructure Design Steel Stringer and Timber Stringer
Substructure Design Concrete and Timber Pile
Date Built 1948
Traffic Count 2 Trains/Day (Estimated)
Current Status In Use
Chicago, Burlington & Quincy Railroad Bridge Number 43.42
Illinois Railway Bridge Number 43.42
Significance Local Significance
Documentation Date 1/18/2025

In 1869, the Ottawa, Oswego & Fox River Valley Railroad Company (OO&FRV) began construction on a 54-mile railroad line, extending from the existing Chicago, Burlington & Quincy Railroad (CB&Q) mainline at Montgomery, Illinois to Streator, Illinois.  The line opened to traffic in early 1871.  The OO&FRV was operated under lease by the CB&Q, which was beginning to acquire and construct a large number of lines throughout northern Illinois.  This route served as a branch line, connecting to rural industries in Streator.  The OO&FRV was formally merged into the CB&Q in 1899.  In 1970, the CB&Q was merged with the Northern Pacific Railway and the Great Northern Railway to form Burlington Northern Railroad (BN).  In 1996, BN merged with Atchison, Topeka & Santa Fe Railway to form BNSF Railway.  The line would be sold to Illinois Railnet in 1999, which currently operates the line.  Today, the Ottawa to Montgomery segment of the line is still in use, serving various aggregate industries in LaSalle County.  The Ottawa to Streator portion of the line is out of service, and is used for railcar storage. 




Located in Oswego, this steel stringer bridge carries the former Chicago, Burlington & Quincy Railroad over Waubonsie Creek. It is believed that the previous bridge at this location was a timber pile trestle. In 1948, the original bridge would be replaced by the current structure. The bridge consists of a 40-foot steel stringer span, approached by a 20-foot timber stringer span on the south and two 19-foot timber stringer spans on the north. With the exception of the north abutment, all substructures are constructed of concrete. The north abutment uses a typical timber pile design. Vierling Steel Works fabricated the main span, while the remainder of the structure is believed to have been constructed by railroad company forces. Steel stringer spans were popular for railroad use, as they were durable, cost effective and easy to construct. It is somewhat unusual to use timber stringers set onto concrete substructures, although this design may have been chosen to minimize costs. Since the initial construction, the bridge has seen few if any alterations. Overall, the bridge appears to be in fair condition, with no significant deterioration noted. The author has ranked this bridge as being locally significant, due to the common design.


Citations

Builder and build date Vierling Steel Works plaque
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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