Name | UP Bloom Street Bridge (Highwood) Chicago & North Western Railway Bridge #1352 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | Unknown |
Length | 48 Feet Total |
Width | 2 Tracks |
Height Above Ground | 12 Feet 6 Inches |
Superstructure Design | Through Plate Girder |
Substructure Design | Stone Masonry and Concrete |
Date Built | 1929 |
Traffic Count | 75 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 1352 |
Union Pacific Railroad Bridge Number | 24.22 |
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. The first bridge at this location was constructed in 1890, and consisted of a double track 27-foot deck plate girder span, set onto stone substructures. To facilitate drainage, an 8-foot stone arch culvert was constructed behind the south abutment. In 1929, the current bridge would be constructed to allow for a wider roadway underneath. The bridge consists of a 48-foot through plate girder span, set onto a stone south abutment and concrete north abutment. When the current bridge was constructed, the south abutment and culvert were retained. The span was fabricated by the American Bridge Company, and the concrete abutment constructed by an unknown contractor. The through girder utilizes a traditionally composed floor, and the girders are relatively shallow, giving the bridge an appearance of a steel stringer. This type of bridge was popular with railroads, as it was durable and easy to construct. 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
Builder and build date | American Bridge Company plaque |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |