Fulton Railroad Crossing


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Name Fulton Railroad Crossing
Chicago, Burlington and Quincy Railroad Bridge #37.80
Built By Chicago, Burlington & Quincy Railroad
Currently Owned By BNSF Railway
Superstructure Contractor Unknown
Length 170 Feet Total, 66 Foot Main Span
Width 1 Track
Height Above Ground 25 Feet (Estimated)
Superstructure Design Through Plate Girder and Concrete Modular Girder
Substructure Design Steel Pile
Date Built 1904, Approaches Reconstructed c. 1990
Traffic Count 20 Trains/Day (Estimated)
Current Status In Use
Chicago, Burlington & Quincy Railroad Bridge Number 37.80
BNSF Railway Bridge Number 81.21
Significance Local Significance
Documentation Date 12/16/2017

Prior to 1870, several railroads had acquired right-of-way and graded portions of a 45-mile new railroad line between Mendota, Illinois and Prophetstown, Illinois.  The Illinois Grand Trunk Railway (IGT) acquired the railroads, and finished construction in 1871.  An additional 17 miles to Fulton, Illinois were completed the following year.  The railroad had been constructed and operated under lease of the Chicago, Burlington & Quincy Railroad (CB&Q).  In 1886, the Chicago, Burlington & Northern Railroad (CB&N) would construct an additional 18 miles of railroad, connecting Fulton with a newly completed mainline at Savanna, Illinois.  Both railroads were consolidated into the CB&Q in 1899.  In 1904, the Fenton & Thomson Railroad Company constructed 13 miles of new railroad from Fenton to Ebner, Illinois; providing a bypass of Fulton.  This railroad would also be consolidated into the CB&Q.  The CB&Q was beginning to construct an extensive network of railroad lines, extending westwards from Chicago.  The StLRI&C was merged into the CB&Q in 1899.  This line provided a connection between the mainline from Chicago to St. Paul and the Quad Cities. In 1970, the CB&Q was merged with the Northern Pacific Railway and the Great Northern Railway to form Burlington Northern Railroad (BN).  Portions of the original line through Fulton were abandoned in 1968 and 1982.  The Mendota to Denrock portion of the line would be abandoned in 1985.  In 1996, BN merged with Atchison, Topeka & Santa Fe Railway to form BNSF Railway.  The remaining portion of this line is operated by BNSF Railway as the northern portion of the Barstow Subdivision.

Located east of Fulton, this through girder bridge carries the former Chicago, Burlington & Quincy Railroad across the former Chicago & North Western Railway (C&NW), now Union Pacific Railroad. Initially constructed in 1904, the bridge originally consisted of a 66-foot through plate girder span, approached by a 35-foot deck plate girder span and timber pile trestle spans. The entire bridge was set onto timber pile substructures. Railroads often used timber spans and substructures to minimize impacts of settlement of approach embankments. In addition, the C&NW was planning to realign their tracks for a new Mississippi River bridge, and the junction of the new alignment was proposed to be near this bridge. By using timber piles, it would minimize possible expenses in shifting the bridge to better suit the future alignment. Prior to 1968, the deck plate girder span was removed and replaced with additional timber pile trestle. In approximately 1990, the bridge was reconstructed, and all timber components of the bridge were replaced with steel and concrete.

Currently, the bridge consists of a 66-foot through plate girder span, approached by modular concrete girder spans. All substructures of the bridge now consist of steel pile bents, typical for 1980s and newer construction. The through girder span utilizes a variation of the standard CB&Q design, with long tapered ends. The floor of the main span is somewhat unusual, as the stringers are composed of two lines of three I-beams each. The main span of the bridge was fabricated by King Bridge Company, and dates to the original 1904 construction. Through girder spans were popular for railroad use, as they were durable and easy to construct. In addition to the replacement of the approaches and timber piers, the main span of the bridge has been strengthened by replacing some stringers and the lower lateral bracing. 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

Build date Chicago, Burlington & Quincy Railroad Valuation Summary at the Newberry Library
Builder Missing King Bridge Company plaque
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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