Name | UP Laurel Avenue Bridge (Highland Park) Chicago & North Western Railway Bridge #1349 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | Unknown |
Length | 84 Feet Total, 28 Foot Main Spans |
Width | 2 Tracks (56 Feet) |
Height Above Ground | 10 Feet 6 Inches |
Superstructure Design | Trough Floor Steel Stringer |
Substructure Design | Concrete and Steel Bent |
Date Built | 1912 |
Traffic Count | 75 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 1349 |
Union Pacific Railroad Bridge Number | 23.09 |
Significance | Local Significance |
Documentation Date | 7/8/2018 |
In the early 1850s, several railroad companies began constructing
railroad lines radiating from Chicago. In 1855, the Chicago & Milwaukee Railroad (C&M) constructed a
45-mile railroad line, extending north from an existing railroad line at
Ashland Avenue and Armitage Avenue in Chicago to the Wisconsin State Line near
Kenosha. At the same time, the Milwaukee & Chicago Railroad (M&C) constructed an additional 40 miles north to Milwaukee. The two railroads would be consolidated into a new railroad known as the Chicago & Milwaukee Railroad (C&M) soon after completion, and would come under control of the Chicago & North Western Railway (C&NW) in 1866. The C&M was leased to the Chicago, Milwaukee and North Western Railway (CM&NW) in 1883. The C&NW acquired control of the CM&NW soon after. The C&NW had constructed and acquired a large network of railroad lines through the Midwest. This line formed a portion of the
principal north mainline of the C&NW, eventually extending to northern Wisconsin and the Upper Peninsula of Michigan. Due to increasing traffic
along this line, a second track would be constructed between 1890 and 1892.
Located in Highland Park, this trough floor steel stringer bridge carries the Union Pacific North line over Laurel Avenue. Built in 1912 as part of improvements in the area, the bridge consists of two 28-foot and two 14-foot trough floor steel stringer spans, set onto steel bents and concrete abutments. This type of bridge utilizes numerous parallel steel stringers and a sheet metal deck, which are constructed as one unit. The bridge carries two tracks, and has sidewalks on each side, which are set onto a lattice girder. The superstructure of the bridge was fabricated by American Bridge Company, and it is believed that the substructures were constructed by an unknown contractor. 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 to good condition, with some minor 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 | Chicago & North Western Valuation Notes at the Chicago & North Western Historical Society Archives |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |