UP County J Bridge (Clinton)


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Name UP County J Bridge (Clinton)
Chicago & North Western Railway Bridge #W-119
Built By Chicago & North Western Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor American Bridge Company of New York
Substructure Contractor Unknown
Length 54 Feet Total
Width 1 Track
Height Above Ground 15 Feet (Estimated)
Superstructure Design Through Plate Girder
Substructure Design Stone Masonry
Date Built 1929
Traffic Count 2 Trains/Day (Estimated)
Current Status In Use
Chicago & North Western Railway Bridge Number W-119
Union Pacific Railroad Bridge Number 80.11
Significance Local Significance
Documentation Date 3/20/2022

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.


Located northwest of Clinton, this through plate girder bridge carries the former Chicago & North Western Railway mainline over County Road J. The first bridge at this location was likely a timber pile trestle, constructed when the line was first built. Throughout the late 19th Century, the C&NW made continuous improvements to this line, replacing timber bridges with stone, iron and steel structures. It is believed a through girder bridge was constructed on stone abutments in approximately 1890. By the 20th Century, this bridge had become too light for traffic, and the superstructure was replaced with the present structure in 1929, reusing the stone abutments. Currently, the bridge consists of a 54-foot through plate girder span, set onto stone abutments. The superstructure uses a typical design, heavy girders, a traditionally composed floor and rounded and tapered girder ends. The substructures also use a standard design, with stepped wing walls. Stone for the abutments appears to have been quarried at Duck Creek, Wisconsin, and consists of a white limestone. American Bridge Company fabricated the superstructure, while an unknown contractor constructed the abutments. Through plate girder spans were commonly used by railroads, as they were durable and easy to construct. Since the last reconstruction, the bridge has seen no significant alterations, and remains in use. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. 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

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