Name | UP Des Plaines Street Bridge (South) Chicago & North Western Railway Bridge #2.8 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | Bates & Rogers Construction Company of Chicago, Illinois |
Erection Contractor | Strobel Steel Construction Company of Chicago, Illinois |
Design Engineer | Edward C. Carter |
Length | 86 Feet Total, 26 Foot Spans |
Width | 6 Tracks, 5 In Use |
Height Above Ground | 13 Feet 6 Inches |
Superstructure Design | Trough Floor Steel Stringer (North 4 Tracks) Through Plate Girder (South 2 Tracks) |
Substructure Design | Concrete and Steel Bent |
Date Built | 1910 |
Traffic Count | 60 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 2.8 |
Union Pacific Railroad Bridge Number | 0.41 |
Significance | Local Significance |
Documentation Date | 6/20/2015 |
In 1836, the Galena and Chicago Union Railroad (G&CU) was charted to construct a railroad line between Chicago and Galena, Illinois. After attempts to construct the railroad in the late 1830s, the company came to a halt due to lack of funds. William B. Ogden was elected director of the G&CU in 1847, and construction on the railroad began in 1848. That year, the first four miles from Wells Street Station (located opposite the present-day Merchandise Mart) to Oak Park were completed. A new station was completed on the east bank of the Chicago River in 1853. The railroad continued to expand westwards, reaching Iowa by 1859. This line would become known as the Galena Division, or West Line. In 1854, the Illinois & Wisconsin Railroad Company (I&W) constructed a 39-mile line, extending northwest from Wells Street Station to Cary, Illinois. This line would connect to Janesville, Wisconsin by the end of 1855 and become part of the Wisconsin Division, known as the Northwest Line. In 1855, the Chicago & Milwaukee Raiload (C&M) constructed a 45-mile railroad line, extending north from the Northwest Line at Ashland Avenue and Armitage Avenue to the Wisconsin State Line near Kenosha. This line would also become part of the Milwaukee Division, and was known as the North Line. The G&CU and I&W were consolidated into the Chicago & North Western Railway (C&NW) in 1864, and the C&M was leased to the C&NW before being fully acquired in 1883. The C&NW was beginning to construct and acquire a large network of railroads throughout the midwest. These lines formed the three principal mainlines of the C&NW, providing a direct route into Chicago. In addition to passenger and freight traffic, the C&NW offered a commuter service over these lines to the outlying suburbs.
In the late 19th Century, railroad traffic had become a significant safety hazard for the City of Chicago. A solution was devised to elevate the railroad tracks throughout the city, placing the railroads upon embankments and constructing subways at each street. The first ordinance along the C&NW was issued in 1892 for elevation of the Galena Division at Sacramento Avenue, followed by Sacramento to 40th Street (Pulaksi Road) in 1895. Between 1897 and 1899, the C&NW elevated the Galena Division from Sacramento Avenue to Pulaski Road; the Wisconsin Division from Sangamon Street to Kostner Avenue and at Irving Park; and the Milwaukee Division from Armitage Avenue to Balmoral Avenue. Between 1905 and 1906, the Galena Division between Ashland Avenue and Sacramento Avenue would be elevated. Between 1907 and 1908, work continued on the Milwaukee Division; reaching Howard Street in 1908. The Galena Division would be elevated to the Des Plaines River by the end of 1912. The Wisconsin Division to Foster Avenue would be elevated by 1915. In the early 20th Century, the existing terminal had become outdated, and the C&NW sought to construct a new terminal west of the Chicago River. A new station was constructed on a three block parcel of land, bounded by Madison Street on the south and Clinton Street on the west. To reach the new terminal, the mainlines of the C&NW were realigned and elevated. The Galena Division left the original alignment near Ogden Avenue and Kinzie Street, before entering the new station on a sweeping curve located at Kinzie Street and Clinton Street. The Wisconsin Division left the original line at Ogden Avenue, joining the Galena Division near Kinzie Street. The original line was extended east in 1916 to serve Navy Pier.
The C&NW would become a prominent railroad in the midwest,
eventually building a system over 11,000 miles long. Portions of the original line were abandoned in the 1970s and 1980s, including the line east of Rush Street in 1980. In 1995, the
C&NW would be purchased by the Union Pacific Railroad. The West Line is now part of the Geneva Subdivision, and is operated as the Metra Union Pacific-West Line. The Northwest Line is now part of the Harvard Subdivision, and is operated as the Metra Union Pacific-Northwest Line. The North Line is now part of the Kenosha Subdivision, and is operated as the Metra Union Pacific-North Line. The remaining section of the original line, including the bridge over the Chicago River, is currently out of service, but owned by Union Pacific.
Located on the elevated approach to the Ogilvie Transportation Center, this viaduct carries the Union Pacific West Line over Des Plaines Street. In the early 20th Century, the C&NW began to plan for a new station located west of the Chicago River, which would reduce delays in passenger service, as well as serve as the central terminal for the C&NW. Construction began on the new terminal in 1909, and work was completed in 1911. As part of the construction, the Galena and Wisconsin Division lines were elevated and realigned, joining at the intersection of Jefferson Street and Hubbard Street. Several viaducts would be constructed to cross city streets and other railroads, and concrete retaining walls would be constructed between the underpasses. The approaches to the new station were designed by Edward C. Carter, Chief Engineer of the Chicago & North Western Railway.
The southern viaduct at Des Plaines Street was constructed using a typical trough floor design. The northern four tracks of the bridge consist of two 26-foot and two 17-foot trough floor steel stringer spans. The southern two tracks consist of a 56-foot and two 17-foot trough floor through plate girder spans. The entire bridge is set onto concrete abutments and steel bent piers. This type of bridge utilizes numerous parallel steel stringers and a sheet metal deck, which are constructed as one unit. It is unknown why the southern tracks were constructed with a different design, but it may be related to the southern tracks serving industrial tracks. The superstructure of the bridge was fabricated by American Bridge Company, the substructures were constructed by Bates & Rogers Construction Company; and the steel was erected by Strobel Steel Construction Company. This design of bridge was commonly used for track elevation projects, as it provided a durable and cost effective design. In addition, ballast decks were preferred by railroads and municipalities, as they provided a safer design for roadway users and the maintenance was more cost effective than an open deck design. Overall, the bridge appears to be in fair condition, with some deterioration noted throughout the structure. The author has ranked the bridge as being locally significant, due to the common design.
Citations
Builder and build date | Engineering News; Volume 66, Issue 7 |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |