Name | UP Illinois Road Bridge (Lake Forest) Chicago & North Western Railway Bridge #1370 1/2 |
Built By | Chicago & North Western Railway |
Currently Owned By | Union Pacific Railroad |
Superstructure Contractor | Worden-Allen Company of Milwaukee, Wisconsin |
Substructure Contractor | Unknown |
Length | 71 Feet Total, 49 Foot Main Span |
Width | 2 Tracks |
Height Above Ground | 11 Feet 0 Inches |
Superstructure Design | Through Plate Girder |
Substructure Design | Concrete and Steel Bent |
Date Built | 1907 |
Traffic Count | 75 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 1370 1/2 |
Union Pacific Railroad Bridge Number | 28.11 |
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 in Lake Forest, this through plate girder bridge carries the Union Pacific North line over Woodland Road. Built in 1907, the bridge consists of a 49-foot and two 11-foot through plate girder spans, set onto steel bent piers and concrete abutments. The bridge utilizes a typical design for the era, including a buckle plate floor and rounded tapered ends. In addition, the bridge is heavily riveted and utilizes three girder lines. The superstructure of the bridge was fabricated by the Worden-Allen Company, and it is believed an unknown contractor constructed the substructure. 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
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 |