UP Rock River Bridge (Jefferson)


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Name UP Rock River Bridge (Jefferson)
Chicago & North Western Railway Bridge #179
Built By Chicago & North Western Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Unknown (South Span)
Unknown (Spans #2-#5)
Unknown (Spans #6-#11)
Substructure Contractor Jutton-Kelly Company of Milwaukee, Wisconsin (South Abutment and Piers #1-#5)
Unknown (Piers #6-#10 and North Abutment)
Length 394 Feet Total, 50 Foot Largest Spans
Width 1 Track
Height Above Ground 15 Feet (Estimated)
Superstructure Design Deck Plate Girder and Steel Stringer
Substructure Design Concrete and Concrete Pile
Date Built 1930, North Approach Added c. 1950
Original Location (Span #1) Unknown
Traffic Count Less Than 1 Train/Day (Estimated)
Current Status In Use
Chicago & North Western Railway Bridge Number 179
Union Pacific Railroad Bridge Number 116.67
Significance Local Significance
Documentation Date 12/9/2020; 3/23/2024

In 1854, the Rock River Valley Union Railroad Company (RRVU) constructed 18 miles of new railroad, extending from Chester, Wisconsin to Fond du Lac, Wisconsin.  In 1855, the railroad began construction on an additional 11 miles, prior to being consolidated into the Chicago, St. Paul and Fond du Lac Railroad (CStP&FdL) early that year.  The CStP&FdL completed the 11 miles south to Minnesota Junction, Wisconsin (present-day Clyman Junction) in 1855.  The CStP&FdL was sold to the Chicago & North Western Railway (C&NW) in 1859.  The C&NW constructed an additional 57 miles of railroad between Janesville, Wisconsin and Minnesota Junction in 1859.  The same year, the C&NW completed 17 additional miles between Fond du Lac and Oshkosh, Wisconsin; followed by 20 miles between Oshkosh and Appleton, Wisconsin in 1861 and an additional 28 miles between Appleton and Green Bay, Wisconsin in 1862.  The C&NW was reorganized in 1864, and the line would be extended north into Michigan in the 1860s and early 1870s.

During the second half of the 20th Century, the C&NW had constructed and acquired a large amount of trackage throughout the Midwest.  By the 20th Century, the C&NW was operating an extensive railroad network, which radiated north and west from Chicago.  This line served as a mainline, connecting the mainline at Janesville to industrial areas along Lake Winnebago and to Lake Michigan at Green Bay.  While the line served as a mainline, it was one of two parallel routes between southern Wisconsin and Green Bay, with the other line following the shore of Lake Michigan north from Milwaukee.  By the late 20th Century, the C&NW had begun to consolidate operations and abandon excess lines to remain a profitable railroad.  The line between Clyman Junction and Fond du Lac would be abandoned in 1985, and purchased for trail use.  

In 1988, the C&NW sold the Fond du Lac to Green Bay segment of this line to the Fox River Valley Railroad, which became the Fox Valley and Western Ltd. (FV&W) in 1993.  The FV&W was a subsidiary of the successful Wisconsin Central Ltd. (WC), which had acquired a large amount of former Milwaukee Road and Soo Line trackage in Wisconsin.  The C&NW was purchased by Union Pacific Railroad (UP) in 1995.  The segment between Janesville and Fort Atkinson, Wisconsin would be abandoned in 1998, and portions acquired for trail use.  Portions of the line between Oshkosh and Neenah were also abandoned in the late 1990s.  In 2001, WC was purchased by Canadian National Railway (CN), and became the American subsidiary of the railroad.  After CN acquired the line, portions of the line in Fond du Lac were abandoned in 2003, and the Fond du Lac to Oshkosh segment would be heavily rebuilt.  Today, the Fond du Lac to Clyman Junction segment is used as part of the Wild Goose State Trail, and portions near Fort Atkinson and Neenah are also used by trails.  UP operates the Clyman Junction to Fort Atkinson segment as the Clyman Industrial Lead, and CN operates the North Fond du Lac to Green Bay segment as the Fox River Subdivision.


Located near Riverview Drive in Jefferson, this deck plate girder and steel stringer bridge carries the former Chicago & North Western Railway mainline over the Rock River. The first bridge at this location consisted of a long timber pile trestle, initially constructed when the line was built and repeatedly renewed since. In 1930, the C&NW decided to replace the southern 20 spans of the bridge with a new steel and concrete bridge. Work on the bridge progressed through late 1930, and the structure was completed in early 1931. In approximately 1950, the remaining 12 spans of timber pile trestle were replaced with steel and concrete spans, giving the bridge its present configuration. Currently, the bridge consists of a 38-foot deck plate girder span, four 50-foot deck plate girder spans and six 26-foot steel stringer spans. The south abutment and southern five piers consist of concrete structures, while the northern five piers and north abutment are constructed with concrete piles.

The southernmost span uses a standard design, with two shallow plate girders and stiffeners placed throughout the span. It is believed that this span may have been fabricated in approximately 1905 and later relocated here. The four 50-foot spans use a design seen on some C&NW bridges constructed in the 1930s, with four shallow girders which do not use external stiffeners. The northern approach consists of standard steel stringer spans, constructed of six beams arranged into two sets of three. The south abutment uses a standard design with sloped wing walls and the south piers use a standard diamond shape. The concrete piles for the northern substructures are octagon shaped, and are connected by a concrete cap. This style of substructure was used by several railroads in the mid-20th Century, as it could easily be cast offsite and installed with minimal interruption to traffic. Unknown contractors fabricated the superstructure, while the Jutton-Kelly Company constructed the south abutment and piers. It is unclear if the northern substructures were constructed by a contractor or by railroad company forces. Deck plate girder and steel stringer spans were commonly used by railroads, as they were durable and easy to construct. Since the most recent reconstruction, the bridge has seen few 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 and unknown history.


Citations

Build date and substructure builder (deck girder spans) Marshfield News-Herald; August 2, 1930
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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