UP Flint Creek Bridge (Barrington)


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Name UP Flint Creek Bridge (Barrington)
Chicago & North Western Railway Bridge #55
Built By Chicago & North Western Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Phoenix Bridge Company of Phoenixville, Pennsylvania
Substructure Contractor Unknown
Length 42 Feet Total
Width 2 Tracks
Height Above Ground 20 Feet (Estimated)
Superstructure Design Deck Plate Girder
Substructure Design Stone Masonry
Date Built 1898
Traffic Count 80 Trains/Day (Estimated)
Current Status In Use
Chicago & North Western Railway Bridge Number 55
Union Pacific Railroad Bridge Number 34.60
Significance Local Significance
Documentation Date 4/14/2024

In the early 1850s, several railroad companies began constructing railroad lines radiating from Chicago. The Illinois & Wisconsin Rail Road Company constructed 39 miles of new railroad, extending from Chicago to Cary, Illinois.  The following year, the railroad would be controlled by William B. Ogden, and consolidated into the Chicago, St. Paul & Fond du Lac Rail Road (CStP&FDL).  The CStP&FDL constructed an additional 53 miles to Janesville, Wisconsin in 1855.  The CStP&FDL would be purchased by the Chicago & North Western Railway (C&NW) in 1859.  The C&NW was beginning to construct and acquire a large network of railroads throughout the Midwest.  This line formed a portion of the principal northwest mainline of the C&NW, eventually extending to St. Paul, Minnesota.  At Janesville, traffic was required to run south to Afton to reach the line to Janesville.  Due to increasing traffic along this line, a second track would be constructed beginning in 1882, when a second track was completed from Chicago to Mayfair (Montrose Avenue).  By 1884, the route was double tracked to Des Plaines. 

In 1886, the Janesville & Evanston Railway was incorporated by the C&NW to construct 16 miles of new railroad, connecting Janesville with the existing line at Evansville, Wisconsin.  The railroad would be purchased by the C&NW the following year. By 1893, further double tracking was constructed to Barrington, followed by from Barrington to Janesville between 1898 and 1899.  In the late 19th Century, railroad traffic had become a significant safety hazard for the City of Chicago.  A solution was devised to elevate the railroad tracks throughout the city, placing the railroads upon embankments and constructing subways at each street.  In 1899, the C&NW completed a track elevation from Sangamon Street to Kostner Avenue; followed by Kostner Avenue to Foster Avenue in 1918.  During each of these elevation programs, a third track would be constructed. A third track was completed to Barrington in 1930.  The C&NW would become a prominent railroad in the Midwest, eventually building a system over 11,000 miles long.  Throughout the 20th Century, this line would continue to be an integral part of the C&NW system.  The second track would be removed between Janesville and Harvard in the 1950s.  In 1995, the C&NW would be purchased by the Union Pacific Railroad.  Union Pacific continues to operate the route as the Harvard Subdivision.  Metra operates a commuter service, the Union Pacific-Northwest Line over the Chicago to Harvard section.


View an article describing some early C&NW solid floor designs

Located along US Route 14 west of Barrington, this unique deck plate girder bridge carries the former Chicago & North Western Railway over Flint Creek. The first bridge at this location was likely a timber pile trestle. It is believed that this bridge was upgraded with a single track iron structure in the 1870s or 1880s. In 1898, the bridge would again be reconstructed, giving the bridge its current configuration. Currently, the bridge consists of a double track 42-foot deck plate girder span, set onto large stone abutments. Phoenix Bridge Company fabricated the superstructure of the bridge, and the substructures are constructed of limestone quarried at Duck Creek, Wisconsin. The deck plate girder uses a largely experimental floor system, which was designed by William H. Finley.

During the late 19th Century, the C&NW was an innovator of solid floor bridge spans. Solid floors were preferred by some railroads, as they helped to protect superstructure members. The floor of this bridge consists of steel plates, which form a channel. The railroad tracks are set on ballast, which is placed in this channel. These early solid floor spans helped shape early designs of bridges used for grade separations throughout the C&NW system. The critical defect of this type of floor was the pooling of water, which could accelerate deterioration of the steel substructure. Despite the early investigation of solid floors, the C&NW quickly transitioned to a standard trough design for grade separations, which required less maintenance. Deck plate girder spans were among the most common bridge design for railroad use, as they were durable and easy to construct. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The bridge has seen little change since the initial construction, although large steel beams have been added to reinforce the abutments. The author has ranked this bridge as being locally significant, due to the common design.


Citations

Build date Chicago & North Western Valuation Notes at the Chicago & North Western Historical Society Archives
Builder Engineering Record; Volume 40
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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