Name | BNSF Fuller Street Bridge (Bridgeport) Atchison, Topeka & Santa Fe Railway Bridge #2J |
Built By | Atchison, Topeka & Santa Fe Railway Illinois Central Railroad |
Currently Owned By | BNSF Railway, Canadian National Railway and Chicago Transit Authority |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | Brownell Improvement Company of Chicago, Illinois |
Length | 108 Feet Total, 67 Foot Main Span |
Width | 8 Tracks, 4 In Use |
Height Above Ground | 12 Feet 0 Inches |
Superstructure Design | Through Plate Girder |
Substructure Design | Concrete and Steel Bent |
Date Built | 1901 |
Traffic Count | 200 Trains/Day (Estimated) |
Current Status | In Use |
Atchison, Topeka & Santa Fe Railway Bridge Number | 2J |
Illinois Central Railroad Bridge Number | W4.1 |
Significance | Local Significance |
Documentation Date | 6/20/2015 |
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 in the Bridgeport neighborhood of Chicago, this through plate girder bridge carries a number of railroads across Fuller Street along Interstate 55. In the late 19th Century, the numerous grade crossings throughout the City of Chicago posed a serious hazard to the general public. Overpasses, which carried roads over the railroads, were expensive and detrimental to the surrounding properties. By the late 1890s, the railroads began to work with the city to elevate segments of track through the city, placing subways at street crossings. An ordinance was passed on May 22, 1899 requiring the elevation of the parallel Atchison, Topeka & Santa Fe Railway (ATSF), Chicago & Alton Railway (C&A) and Illinois Central Railroad (IC) lines between Ash Avenue and Cermak Road. Work began in early 1901, and was completed in early 1902. The project cost $2,733,000, with costs being shared between the three railroads. This section of track elevation was one of the first in Chicago to use exclusively concrete retaining walls and abutments.
At Fuller Street, the C&A and IC shared a six track wide structure on the north side of the bridge, and the ATSF utilized a two track wide structure on the south side of the bridge. These two structures shared abutments, although the superstructures were not connected. The bridges consist of a 67-foot and two 21-foot through plate girder spans, set onto steel columns and concrete abutments. The piers of the bridge exclusively use steel columns, with no bracing between them. The girder spans use a ballast deck, which is set onto the floorbeams of the bridge. These ballast channels did not cover the entire floor, and were prone to spilling debris. Slots underneath allowed the placement of timber, to protect the public beneath from falling debris. In addition, the girders use a design typical of lighter girders, with less vertical stiffeners. These girders also use rounded edges, which was a standard design for numerous railroads. American Bridge Company fabricated the steel, while the Brownell Improvement Company constructed the abutments, footings and retaining walls. Overall, the bridge appears to be in fair condition, with no significant deterioration noted. Of the eight tracks, four tracks continue to be in use. Canadian National Railway and BNSF Railway now own the north portion of the bridge, while the CTA Orange Line operates on the southern portion of the bridge. A portion of original brick street can be seen underneath the bridge. The author has ranked this bridge as being locally significant, due to the common design.
Citations
Builder and build date | The Railway Age; May 10, 1901 |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |