Name | UP Addison Street Bridge (Irving Park) Chicago & North Western Railway Bridge #516 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | Unknown |
Length | 63 Feet Total, 41 Foot Main Span |
Width | 2 Tracks |
Height Above Ground | 13 Feet 10 Inches |
Superstructure Design | Through Plate Girder and Steel Stringer |
Substructure Design | Stone Masonry and Steel Bent |
Date Built | 1902 |
Traffic Count | 2 Trains/Week (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 516 |
Union Pacific Railroad Bridge Number | Union Pacific Railroad Bridge #4.50 |
Significance | Local Significance |
Documentation Date | 7/7/2018 |
In the late 19th Century, Chicago grew to the prominent railroad hub in the central United States. Chicago also served as the dividing point between the railroads operating in the east and railroads operating in the Midwest. The Chicago & North Western Railway (C&NW) had constructed three principal railroad lines, radiating north, northwest and west from Chicago. In 1872, the C&NW constructed five miles of new railroad line along Kenton Avenue in Chicago, connecting the West Line (Galena Division) near present-day Pulaski Road to the Northwest Line (Wisconsin Division) at Mayfair. In 1889, the Junction Railway Company (JRC) was funded by the C&NW to construct a double track extension from Mayfair, north to the North Line (Milwaukee Division) at Canal (north Evanston). At the same time, the C&NW constructed a second track along the Kenton Avenue segment. In 1891, the JRC was merged into the C&NW.
This line primarily served as a freight bypass of downtown Chicago, connecting to the Belt Railway of Chicago at the south end of the line. 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. In 1899, the C&NW completed a track elevation project at Milwaukee Avenue and Irving Park Road; followed by the section from Milwaukee Avenue to 40th Street (Pulaski Road) in 1906. Further improvements were made in 1928, when the line was elevated north of Mayfair.
The C&NW would become a prominent railroad in the Midwest,
eventually building a system over 11,000 miles long. By the mid 20th Century, this route slowly had lost importance. Freight traffic would mainly use the Milwaukee Subdivision, another freight bypass located west of this route. Local traffic along the line gradually faded, and portions of the line would be abandoned. The C&NW abandoned the line from Oakton Street to Canal in 1985, followed by the section between River Junction and Oakton Street in 1988. In approximately 1990, the line south of Armitage Avenue would be abandoned, severing the connection to the Galena Division. In 1995, the
C&NW would be purchased by the Union Pacific Railroad. The Union Pacific continues to operate the Mayfair to Armitage Avenue segment as the Cragin Industrial Lead. The remainder of the line is abandoned, but the grade and structures remain largely intact.
Located in the Irving Park neighborhood of Chicago, this through plate girder bridge carries the Union Pacific Cragin Industrial Lead over Addison Street. During the late 19th Century, railroad traffic within the City of Chicago posed a serious hazard to the general population. Starting in the mid-1890s, the City of Chicago passed a number of ordinances mandating the elevation of tracks within the city. As a general rule, these ordinances required the railroad line to be elevated, and underpasses to be constructed at street crossings. An ordinance was passed on January 13th, 1902, requiring the elevation of the Mayfair Division of the Chicago & North Western Railway (C&NW) between Pulaski Road and Milwaukee Avenue. Construction on the project was mainly completed in 1902, largely in conjunction with adjacent track elevation projects. This section of track elevation required few retaining walls, and the grade change was accomplished by lowering the streets and elevating the tracks.
Built in 1902, the bridge carrying the C&NW over Addison Street consists a 41-foot through plate girder span, approached by an 11-foot steel stringer span on either side. The bridge is set onto stone abutments and steel bents, which use a decorative lattice arching between the column and cross girder. The main span consists of a through plate girder span, with a floor constructed of transverse 15-inch I-beams that are connected to the plate girders. A sheet metal channel sits on the floor system, which was waterproofed with asphalt and filled with ballast. The ends of the main girder use a rounded and tapered design, as was standard for C&NW bridges. The approach spans use a ballast channel, installed on longitudinal stringers. American Bridge Company fabricated the steel for the bridge, while an unknown contractor completed the stonework. The stone was reportedly supplied by the railroad, and was quarried at Duck Creek, Wisconsin. This design of bridge was one of several variations of grade separation structures used by the C&NW, and was largely replaced by trough floor spans on the next track elevation project. Overall, the bridge appears to be in fair to good condition, and has notably less deterioration than metal deck bridges of the same age. The author has ranked this bridge as being locally significant, due to the common design.
Citations
Build date | Engineering News; Volume 50, Issue 20 |
Builder | Missing American Bridge Company plaque |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |