IR IL Route 25 Bridge


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Name IR IL Route 25 Bridge
Chicago, Burlington and Quincy Railroad Bridge #42.62
Built By Chicago, Burlington & Quincy Railroad
Currently Owned By Illinois Railway
Superstructure Contractor Unknown
Substructure Contractor Unknown
Length 189 Feet Total, 67 Foot Largest Span
Width 1 Track
Height Above Ground 13 Feet 10 Inches
Superstructure Design Through Plate Girder and Timber Pile Trestle
Substructure Design Concrete and Timber Pile
Date Built 1935
Traffic Count 2 Trains/Day (Estimated)
Current Status In Use
Chicago, Burlington & Quincy Railroad Bridge Number 42.62
Illinois Railway Bridge Number 42.62
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 north of Oswego, this unusual through plate girder bridge carries the former Chicago, Burlington & Quincy Railroad over Illinois Route 25. In the 1930s, the Illinois Department of Public Works and Buildings (now Illinois Department of Transportation) worked with railroads to construct grade separations and improve highways throughout the state. Built in 1935, the bridge consists of a two piece continuous through plate girder span, set onto concrete substructures. The main span consists of a 67-foot and a 28-foot span, which are approached by timber pile trestle spans. Each pier consists of both a traditional concrete pier at the end of the main span, and a concrete column which is placed at the joint between the two spans. Use of a continuous design was required due to the heavy skew and curve of the structure. The main span uses a variation of a typical design, including a traditionally composed floor and deep tapered girder ends. The superstructure was fabricated by an unknown contractor, while the substructure was constructed by an unknown contractor.

Through plate girder spans were commonly used by railroads, as they were durable, easy to construct and versatile. These spans could be designed for heavy skews, to accommodate curves and other unusual features. Continuous spans became popular in the 1920s and 1930s, as they allowed for longer skewed spans without requiring much more material than a traditional span. As is the case with this bridge, often a shorter section was placed opposite of the end of a longer section. The pier configuration seen on this bridge also became popular with continuous spans, as it allowed for placement of all piers outside of the roadway. Since the initial construction, the bridge has seen few if any alterations. Overall, the bridge appears to be in fair condition, with some spalling noted on the substructure. The author has ranked this bridge as being locally significant, due to the common design and unknown history.


Citations

Build date National Bridge Inventory (NBI)
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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