BNSF Spoon River Bridge (Dahinda)


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Name BNSF Spoon River Bridge (Dahinda)
Atchison, Topeka & Santa Fe Railway Bridge #163A
Built By Atchison, Topeka & Santa Fe Railway
Currently Owned By BNSF Railway
Superstructure Contractor American Bridge Company of New York
Length 431 Feet Total, 220 Foot Main Span
Width 2 Tracks
Height Above Ground 15 Feet (Estimated)
Superstructure Design Parker Through Truss and Through Plate Girder
Substructure Design Concrete
Date Built 1910
Traffic Count 60 Trains/Day (Estimated)
Current Status In Use
Atchison, Topeka & Santa Fe Railway Bridge Number 163A
BNSF Railway Bridge Number 163.10
Significance Regional Significance
Documentation Date 4/7/2017

In 1873, the Chicago, Pekin & Southwestern Railway (CP&SW) began construction on 52 miles of new railroad, extending from Pekin to Pekin Junction, Illinois and from Eureka, Illinois to Ancona, Illinois.  At the same time, the Chicago & Illinois River Railroad (C&IR) began construction on a 28 mile spur from Coal City, Illinois to Streator, Illinois, but work was soon ceased.  The CP&SW purchased the incomplete line from Gorman to Streator, and connected it to Ancona.  The CP&SW was purchased by the Chicago, St. Louis & Western Railroad in 1881, which constructed an additional 60 miles into Chicago, opening in 1884.  The railroad was reorganized into the Chicago & St. Louis Railway (C&StL) in 1886.   By the mid-1880s, the Atchison, Topeka & Santa Fe Railway (ATSF) was contemplating on extending their network from Kansas City, Missouri to Chicago, where the railroad could interchange with other large railroads.  In 1887, the Chicago, California & Santa Fe Railway (CC&SF) began construction on 350 miles of new railroad, extending from Ancona to Sugar Creek Junction, near Kansas City.  Work would be completed in 1888.  The portion of the line from Ancona to Chicago would be reconstructed at this time to meet new standards. 

The new line was leased to the ATSF in 1888, and fully absorbed into the ATSF in 1900.  The line immediately became a core line for the ATSF, serving as part of the principal mainline (Chicago to Los Angeles) for the ATSF.  During the first decade of the 20th Century, the Kansas City to Chicago line was extensively rebuilt for double track use.  Within the City of Chicago, the tracks were elevated and subways constructed at street crossings.  After the Amtrak takeover of passenger services in 1972, the line north of Bridgeport was abandoned in favor of other routes.  Due to dwindling traffic, the route from Ancona to Pekin was abandoned in 1983 and 1984.  In 1996, the ATSF was merged into Burlington Northern Railroad to form BNSF Railway, and a portion between Ash Street and Bridgeport abandoned.  Today, BNSF operates this line as the Chillicothe Subdivision and the Marceline Subdivision.  The line continues to be one of the heaviest used railroad routes in the Midwest.


Located on the east side of Dahinda, this large through truss bridge carries the former Atchison, Topeka & Santa Fe Railway over the Spoon River. The first bridge at this location was likely a steel truss bridge, constructed when the line was built. In 1910, the Santa Fe continued to double track this line, and the present structure would be built. The bridge consists of a 220-foot, 9-panel, pin-connected Parker through truss span, approached by a 105-foot 6-inch "Class DD" through plate girder span on either side. The entire bridge is set onto concrete substructures, and utilizes a ballast deck. The main span of the bridge is exceptionally heavily constructed, using massive pinned connections and heavy built up members. The floor of this span is constructed of parallel floorbeams, and the ballast channel of the bridge is integral to the superstructure. Typical of 20th Century Santa Fe truss spans, the lower connections are parallel with the top of the ballast channel, instead of at the bottom of the floor. The through plate girder spans follow a standard Santa Fe design, with rounded edges and large plate girders. While most railroads stopped using pin connected spans by the turn of the 20th Century, the Santa Fe continued to rely on this design into the 1920s. 20th Century Santa Fe versions of pin connected trusses were extremely heavily constructed. Parker truss spans emerged in the late 1890s as a suitable alternative for medium to long length truss spans, as the design provided a simple, cost effective and durable structure. Overall, the bridge appears to be in fair to good condition, and continues to be heavily used. The author has ranked this bridge as being regionally significant, due to the design of truss. Relatively few Parker through truss spans remain in use in Illinois.


Citations

Builder and build date American Bridge Company plaque
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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