Name | UP Vine Avenue Bridge (Highland Park) Chicago & North Western Railway Bridge #1349 1/2 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Superstructure Contractor | Unknown |
Substructure Contractor | Unknown |
Length | 54 Feet Total |
Width | 2 Tracks |
Height Above Ground | 12 Feet 0 Inches |
Superstructure Design | Through Plate Girder |
Substructure Design | Stone Masonry |
Date Built | 1902 |
Traffic Count | 75 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 1349 1/2 |
Union Pacific Railroad Bridge Number | 23.69 |
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 on the north side of Highland Park, this through plate girder bridge carries the Union Pacific North line over Vine Avenue. Constructed in 1902, the bridge consists of a 54-foot double track through plate girder span, set onto stone abutments. The through girder span utilizes a typical design for the era, including a buckle plate floor and rounded ends. In addition, the bridge is heavily riveted, and the structure consists of three girder lines. An unknown contractor fabricated the superstructure, and it is believed that the substructure was constructed by an unknown contractor. These types of spans were initially popular for grade separations, as they provided a solid floor. However, the sheet metal decks were prone to pooling water, resulting in loss of the steel. This design was superseded by trough and ballast floor spans in the early 20th Century. Overall, the bridge appears to be in fair condition, with some deterioration noted throughout the superstructure. The author has ranked this bridge as being locally significant, due to the common design.
Citations
Build date | Chicago & North Western Railway Valuation Engineering Field Notes at the National Archives |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |