Name | UP Hazel Avenue Bridge (Glencoe) Chicago & North Western Railway Bridge #1335 1/2 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Contractor | Unknown |
Length | 45 Feet Total |
Width | 2 Tracks |
Height Above Ground | 12 Feet 0 Inches |
Superstructure Design | Through Plate Girder |
Substructure Design | Stone Masonry |
Date Built | c. 1898 |
Traffic Count | 75 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 1335 1/2 |
Union Pacific Railroad Bridge Number | 18.99 |
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 Glencoe, this standard through plate girder bridge crosses Hazel Avenue alongside Green Bay Road. In 1898, Glencoe solicited bids for an underpass to be constructed at Hazel Avenue, and the bridge was likely constructed the same year or early the following year. The bridge consists of a single 45-foot through plate girder span, set onto stone abutments. The girder span was constructed for two tracks, and was fabricated by an unknown company. This particular girder was not a standard design for the C&NW, possibly because the bridge was contracted by the municipality. The bridge utilizes floorbeams consisting of two parallel steel beams, and rounded edges. C&NW through girders typically used a single beam for floorbeams, and contained tapered edges. This type of bridge was commonly used by railroads throughout the United States, as it provided maximum clearance underneath, and was durable and easy to construct. At one time, the Chicago, North Shore & Milwaukee Railroad operated a bridge immediately east of this structure, which has since been replaced by a grade crossing carrying a shared use path. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked the bridge as being locally significant, due to the common design.
Citations
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |