UP Fox River Bridge (Geneva)


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Name UP Fox River Bridge (Geneva)
Chicago & North Western Railway Bridge #66
Built By Chicago & North Western Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Chicago Bridge & Iron Works of Chicago, Illinois
Substructure Contractors Unknown
Length 490 Feet Total, 74 Foot Main Spans
Width 3 Tracks
Height Above Ground 40 Feet (Estimated)
Superstructure Design Deck Plate Girder
Substructure Design Stone Masonry and Concrete
Date Built 1917, Widened 2024
Traffic Count 100 Trains/Day (Estimated)
Current Status In Use
Chicago & North Western Railway Bridge Number 66
Union Pacific Railroad Bridge Number 35.17
Significance Local Significance
Documentation Date 7/31/2015; 1/25/2022; 10/15/2023; 12/7/2024

In 1836, the Galena and Chicago Union Railroad (G&CU) was charted to construct a railroad line between Chicago and Galena, Illinois.  After attempts to construct the railroad in the late 1830s, the company came to a halt due to lack of funds.  William B. Ogden was elected director of the G&CU in 1847, and construction on the railroad began in 1848.  That year, the first four miles to present day Oak Park were constructed.  By 1849, the railroad reached Turner Junction (West Chicago), thirty miles west of downtown Chicago.  The mainline of the G&CU then diverged north, reaching Freeport in 1853.  After completion of the initial line, the G&CU focused on expansion into Iowa.  In 1854, the railroad constructed 68 miles from West Chicago to Dixon, Illinois; followed by an additional 38 miles to Fulton, Illinois; located across the Mississippi River from Clinton, Iowa.  In 1859, construction resumed westwards into Iowa, and a bridge across the Mississippi River was completed later that year.  The G&CU was consolidated with the Chicago & North Western Railway (C&NW) in 1864.  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 western mainline of the C&NW, eventually reaching into Nebraska; where it connected with Union Pacific's First Transcontinental Railroad. The route became the mainline of the Galena Division under the C&NW.

Early on, the importance of the route necessitated significant improvement projects.  In 1855 and 1856, the line was double tracked from Chicago to West Chicago.  An additional 15 miles to Elburn were double tracked in 1884; followed by the double tracking of the remaining line to Fulton in 1889.  Starting in 1895, the C&NW elevated the tracks through Chicago, eventually elevating the entire line to the Des Plaines River by 1910.  During the elevation process, additional tracks were constructed, with the railroad reaching over six tracks wide in many locations.  In the early 20th Century, significant realignments were made to the route.  In 1909, the C&NW constructed a new bridge and short cutoff at Fulton; and in 1910 subsidiary Lee County Railway constructed a bypass of Dixon, which had become a chokepoint along the line.  A third track was added between Oak Park and West Chicago in 1924.  Through the 20th Century, this route continued to form a vital portion of the United States railroad network.  The C&NW would become a prominent railroad in the midwest, eventually building a system over 11,000 miles long.  In 1995, the C&NW would be purchased by the Union Pacific Railroad.  Today, UP continues to operate the Chicago to Clinton line as the Geneva Subdivision.  In addition, Metra operates the Union Pacific West line between Ogilvie Transportation Center and Elburn.  UP continues to upgrade the line, and has added a third track to Elburn.  This line continues to serve as a critical railroad line in the United States. 



Located in Geneva, this large deck plate girder bridge carries the former Chicago & North Western Railway across the Fox River. The first bridge at this location was likely a timber structure. In the 1860s, the bridge would be replaced by an iron truss bridge of an unknown pattern, set onto stone substructures. In 1883, a new double track structure would be constructed to replace the iron bridge. This bridge would consist of four iron lattice deck truss spans, set onto new stone substructures. The outer spans of the bridge were 119-foot spans, while the center spans were 125-foot spans. Each span consisted of three truss lines, including a heavier truss located between the two tracks. The bridge was fabricated by Alden and Lassig Bridge & Iron Works, and the stonework constructed by an unknown contractor. By the 20th Century, this bridge had become too light for traffic, and the current bridge would be constructed in 1917. Upon replacement, the trusses would be rebuilt and used at Bridge #1863 across Spring Creek and Bridge #1890 across Lick Creek, both near Springfield, Illinois.

Currently, the bridge consists of seven deck plate girder spans, which are set onto stone abutments and concrete piers. The center five spans are each 74 feet long, while the outer spans are both 60 feet long. Upon construction of the bridge, the original stone abutments were heavily reinforced with concrete buttresses, and the original stone piers removed. The piers of the bridge were constructed wide enough for four tracks, although widening of the abutments was not completed at this time. Chicago Bridge & Iron Works fabricated the girder spans, while an unknown contractor constructed the substructures. The superstructure of the bridge utilizes a standard C&NW deck plate girder, with traditionally composed bracings and an open deck. The piers of the bridge use an unusual design, which consists of three massive concrete columns connected by a frame. This design of pier was likely used to reduce costs and material required for the piers. Deck plate girder spans were among the most popular bridge designs for American railroads, as they were simple, durable and easy to construct. Since the 1917 construction, the bridge has seen some alterations. In 1949, the Erik A. Borg Company was contracted to construct concrete butresses in front of the stone abutments. In 2024, an additional track would be constructed on the south side of the bridge, with new deck plate girder spans installed on the concrete piers. Due to the width of the stone abutments, new concrete abutments for the third track were constructed behind the original abutments. 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 Chicago Bridge & Iron Works plaque
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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