Name | Lemont Railroad Bridge Atchison, Topeka & Santa Fe Railway Bridge #24B |
Built By | Atchison, Topeka & Santa Fe Railway |
Currently Owned By | BNSF Railway |
Superstructure Contractor | Keystone Bridge Company of Pittsburgh, Pennsylvania |
Substructure Contractor | MacArthur Brothers Company of Chicago, Illinois |
Length | 398 Feet Total, 260 Foot Longest Arm |
Width | 2 Tracks |
Height Above Ground | 20 Feet (Estimated) |
Superstructure Design | Pratt Through Truss |
Substructure Design | Stone Masonry and Concrete |
Date Built | 1898 |
Traffic Count | 50 Trains/Day (Estimated) |
Current Status | In Use |
Atchison, Topeka & Santa Fe Railway Bridge Number | 24B |
BNSF Railway Bridge Number | 24.70 |
Significance | High Significance |
Documentation Date | 7/7/2018; 2/22/2025 |
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 Lemont, this unique swing bridge carries the former Santa Fe over the Chicago Sanitatry & Ship Canal. During the late 19th Century, the City of Chicago was rapidly growing, and a solution was required to protect water supplies and create an effective wastewater disposal system. A large canal was designed, which would reverse the flow of the Chicago River and drain outwards from Chicago, ending in the Des Plaines River near Joliet. In addition to improving the wastewater system, the canal allowed larger ships to travel between Lake Michigan and the Mississippi River, via the Illinois River. A number of swing bridges would be required to carry railroads and roadways over the canal.
Construction began on the canal in the mid-1890s, and bridges were constructed during the late 1890s. This structure was constructed in 1898 by the Keystone Bridge Company and MacArthur Brothers Company. The bridge consists of a 398-foot counterbalanced (bobtail) Pratt through truss swing span, set onto stone substructures. The bridge utilizes pinned connections, and consists of a 259-foot, 9-panel south arm and a 139-foot, 4-panel north arm. The two arms are joined by a tower over a center pivot pier, which is constructed of a short section of Bedford, Indiana granite set directly onto native bedrock. The structure contains laced members, a heavy floor and a lattice portal. The bridge was constructed for two tracks, and both continue to be used. The counterweight of the structure is located underneath the north arm, and consists of a concrete slab weighing 429 tons. The entire structure uses 1,158 tons of steel.
Counterbalanced swing spans are a very uncommon design, as they required a degree of precision to construct. This structure utilized a counterbalanced design, as there was not enough room for a wider canal with a pier in the center. Another Santa Fe swing bridge over the canal near Harlem Avenue uses a more traditional design, with two identical trusses joined by a tower. Only a handful of counterbalanced spans are known to exist in the United States, including two others across the North Branch of the Chicago River. Overall, the bridge appears to be in fair to good condition, and is well maintained. The swing span no longer turns, as the rollers and gears at the ends have been removed and timber cribbing braces the bridge from lateral movement. The author has ranked this bridge as being highly significant, due to the unusual design.
Citations
Builder and build date | Journal of the Western Society of Engineers; Volume 4 |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |