UP Mackinaw River Bridge (Lexington)


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Name UP Mackinaw River Bridge (Lexington)
Chicago & Alton Railroad Bridge #111.2
Built By Chicago & Alton Railroad
Currently Owned By Union Pacific Railroad
Superstructure Contractor Mt. Vernon Bridge Company of Mt. Vernon, Ohio
Substructure Contractor Strobel Steel Construction Company of Chicago, Illinois
Length 202 Feet Total, 81 Foot Main Spans
Width 2 Tracks, 1 In Use
Height Above Ground 25 Feet (Estimated)
Superstructure Design Deck Plate Girder
Substructure Design Stone Masonry, Concrete and Steel Tower
Date Built 1924; Rehabilitated 2015
Traffic Count 20 Trains/Day (Estimated)
Current Status In Use
Chicago & Alton Railroad Bridge Number 111.2
Union Pacific Railroad Bridge Number 111.20
Significance Local Significance
Documentation Date 6/21/2015; 4/2/2023

In 1850, the Alton and Sangamon Railroad began construction on a 220 mile railroad line, extending from Joliet, Illinois to Alton, Illinois; with stations in Bloomington and Springfield, Illinois.  The railroad was acquired by the Chicago, Alton & St. Louis Railroad and completed in 1855.  The Alton and St. Louis Railroad constructed a 22 mile line from Alton to East St. Louis in 1856.  The railroads were reorganized as the St. Louis, Alton & Chicago Railroad in 1857, and was merged into the Chicago & Alton Railroad (C&A) in 1862.  The C&A developed several lines throughout central Illinois, and this route made up the principal mainline of the system.  A bypass of Alton between Godfrey and East St. Louis was constructed in As traffic grew on the system through the 1870s and 1880s, the need for a second track became apparent.  A second track was added in 1870 between Mazonia and Odell, from 1888 to 1893 between Odell and Bloomington, and through Springfield in 1893.  This route became an important route to the Illinois railroad network, providing the most direct connection between St. Louis and Chicago.

Throughout the years, the C&A would be affiliated with several larger railroads, and the railroad primarily operated as a bridge route.  The C&A was reorganized in 1901, and until 1906 was owned by the Atchison, Topeka & Santa Fe Railway and the Chicago, Rock Island & Pacific Railway.  Between Bloomington and Springfield, a second track was constructed in 1907, and a second track was constructed in 1911 between Springfield and East St. Louis.  A large realignment was made between Atlanta and Lawndale in 1924.  In 1931, the C&A would be reorganized as the Alton Railroad (A), a subsidiary of the Baltimore & Ohio Railroad.  The Alton was sold to the Gulf, Mobile & Ohio Railroad (GM&O) in 1949, and the various subsidiaries consolidated at that time.  The GM&O merged with the Illinois Central Railroad to form Illinois Central Gulf (ICG) in 1972.  During the ICG years, the route was downgraded, and the second track mostly removed.  This line was excess for the ICG, and the route would be sold to the Chicago, Missouri & Western Railway (CM&W) in 1987.  The CM&W went bankrupt, and the line was sold to the Southern Pacific Railroad in 1989, which became part of Union Pacific Railroad in 1996.  During the 2010s, the route was rebuilt for high speed rail.  Today, Union Pacific continues to operate this route as the Joliet Subdivision between Joliet and Bloomington, and the Springfield Subdivision between Bloomington and East St. Louis.  High speed Amtrak trains also utilize this route. 


Located along Old US Route 66 south of Lexington, this large deck plate girder bridge carries the former Chicago & Alton Railroad across the Mackinaw River. The first bridge at this location was likely a wooden trestle or truss bridge. In 1887, the bridge would be reconstructed with a new iron deck truss bridge, set onto stone substructures. This bridge consisted of a pair of 100-foot, 7-panel, pin-connected Pratt deck truss spans, constructed for two tracks. It is unknown what contractor fabricated these spans. By the 20th Century, the original bridge had grown too light for traffic, and would be replaced by the current bridge. The bridge consists of two 80-foot and one 40-foot deck plate girder span, supported by a steel tower, and stone and concrete abutments. Strobel Structural Steel Company constructed the new substructures and erected the new bridge, and Mt. Vernon Bridge Company fabricated the superstructure. The deck plate girder spans appear to use a standard design, with a heavy construction and a ballast deck. The tower is constructed of heavily laced beams, which are supported by concrete pedestals. Deck plate girder spans were popular for railroad use, as they were durable and easy to construct. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The bridge received a major rehabilitation in 2015, which included the encasement of the abutments of the bridge. The author has ranked this bridge as being locally significant, due to the common design.


Citations

Build date Illinois Central Gulf Missouri Division 1979 Track Profile
Builders The Iron Age; July 5, 1923
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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