Mill Street Overpass (Lodi)


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Name Mill Street Overpass (Lodi)
Chicago & North Western Railway Bridge #305
Built By Chicago & North Western Railway
Currently Owned By State of Wisconsin (Operated by Wisconsin & Southern Railroad)
Superstructure Contractor Unknown
Substructure Contractor Unknown
Length 129 Feet Total, 65 Foot Main Span
Width 25 Feet
Height Above Ground 25 Feet (Estimated)
Superstructure Design Through Plate Girder and Timber Pile Trestle
Substructure Design Concrete Timber Pile
Date Built c. 1930, Using a Span Fabricated c. 1900
Original Location Unknown
Traffic Count 0 Vehicles/Day (Bridge is Closed To Traffic)
Current Status Closed to Traffic
Chicago & North Western Railway Bridge Number 305
Wisconsin & Southern Railroad Bridge Number 305
Significance Local Significance
Documentation Date 12/9/2020; 7/15/2023

In 1860, the Beloit and Madison Railroad (B&M) constructed 17 miles of railroad, extending from Beloit, Wisconsin to Magnolia, Wisconsin.  In 1864, the B&M constructed an additional 32 miles of railroad, extending from Magnolia to Madison, Wisconsin.  In 1864, the Madison, Lodi and Baraboo Railroad (ML&B) began grading for a new railroad line, extending from Baraboo, Wisconsin to Merrimac, Wisconsin.  The ML&B was acquired by the Baraboo Air Line Railroad (BAL) in 1870, and began construction on a line extending from Reedsburg, Wisconsin to Madison.  In 1870, the La Crosse, Trempealeau and Prescott Railroad (LCT&P) constructed an additional 29 miles of railroad, extending from the Winona & St. Peter Railroad (W&StP) at Winona, Minnesota to the north side of La Crosse, Wisconsin; constructing a large bridge across the Mississippi River.  The BA&L and the B&M were acquired by the Chicago & North Western Railway (C&NW) in 1871.  The C&NW continued construction, eventually opening a 129 mile line between Madison and present-day Medary on the north side of La Crosse in 1873.  This line was difficult to construct, as it crossed through areas of rugged terrain, requiring three tunnels and numerous wooden trestles.  The LCT&P was purchased by the C&NW in 1876.

Soon after completion, this line became an important route for the C&NW.  The line connected an existing mainline to Chicago with the existing W&StP mainline across southern Minnesota.  In addition, the Chicago, St. Paul, Minneapolis & Omaha Railway (Omaha Road, a C&NW subsidiary) mainline ended at this line in Elroy, Wisconsin, providing the C&NW with a connection to the Twin Cities.  Numerous improvements were made in the late 1870s and throughout the 1880s, including filling wooden trestles and replacing wooden bridges with iron and stone.  The C&NW constructed a short 4-mile branch line from Medary to La Crosse in 1886.  By the late 19th Century, traffic over this route had grown to the point that a second track was necessary.  Between 1896 and 1899, the C&NW completed a second track between Evansville, Wisconsin and Elroy.  By the early 20th Century, the C&NW was operating an expansive railroad network throughout the Midwest, radiating north and west from Chicago.  This line initially served as one of the principal mainlines of the railroad, connecting Chicago to the Twin Cities and the mainline to South Dakota.

Between 1910 and 1912, the C&NW undertook a large construction program to construct shorter routes and streamline operations.  A cutoff between Milwaukee and Sparta opened in 1911, reducing the importance of this line.  Between 1953 and 1956, much of the double track would be removed.  A portion of the line was abandoned between Elroy and Sparta in 1964, and became one of the United States first rail-trail projects.  In 1978, the Sparta to Medary and Winona to Trempeleau, Wisconsin segments would be abandoned, followed by the Beloit to Evansville segment in 1979 and the Medary to Trempeleau and La Crosse segments in 1981.  The Reedsburg to Elroy segment was abandoned in 1987.  All of the line west of Reedsburg would be acquired by the Wisconsin Department of Natural Resources for trail use.  

In 1995, the C&NW would be purchased by Union Pacific Railroad (UP).  In 1996, UP leased the Fitchburg to Reedsburg segment to the Wisconsin & Southern Railroad (WSOR).  In addition, UP attempted to abandon the Evansville to Fitchburg segment the same year.  In response to possibly losing railroad service, the communities of Fitchburg and Oregon purchased the line, although it was out of service.  In 2014, the State of Wisconsin acquired the Fitchburg to Reedsburg line, and contionued to lease it to WSOR.  The same year, WSOR began operations over the Oregon to Fitchburg line, while the Evansville to Oregon segment remains out of service.  Today, WSOR operates the Reedsburg Subdivision between Madison and Reedsburg.  The 400 State Trail uses the former railroad between Reedsburg and Elroy; the Elroy-Sparta State Trail uses the former railroad between Elroy and Sparta; the La Crosse River State Trail uses the former railroad between Sparta and La Crosse; and the Great River State Trail uses the former line between Medary and Marshland.  


Located in Lodi, this through girder bridge carries Mill Street over the former Chicago & North Western Railway mainline, now operated by Wisconsin & Southern Railroad. It is unknown if an overpass previously existed at this location. During a double tracking project in 1896, a new overpass would be constructed at this location, using a 47-foot riveted double intersection Warren pony truss span, approached by timber pile trestle spans and set onto stone pedestals and timber pile substructures. It is believed that this span was fabricated in approximately 1880 for railroad use at an unknown location, and was shortened and rebuilt for roadway use in 1896. In approximately 1930, the overpass would again be reconstructed, possibly to widen the roadway. A new through girder span was installed, and new timber pile trestle approaches and concrete pedestals were constructed. Currently, the bridge consists of a 65-foot through plate girder span, approached by two timber pile trestle spans on the west end and three spans on the east end. The bridge is set onto timber pile substructures, and the frame piers rest on concrete pedestals. The through girder span was originally fabricated in approximately 1900 by an unknown contractor for railroad use at an unknown location. An additional unknown contractor constructed the concrete pedestals.

The girders use a standard design, with heavy girders constructed with square girder ends. When the main span was reused, the girders were heavily reconstructed. As part of the reconstruction, the original floor system was completely removed and rebuilt with a wider floor system. The current floor system consists of two end floorbeams and three intermediate floorbeams. Stringers for the main span are constructed of thick timber joists, and the span uses 10 stringers evenly spaced. The floorbeams are connected to the girders with solid triangular outriggers, which have been added to the outsides of the girders. It is unknown if these floorbeams are original to this structure, or were possibly reused from a double track structure. In addition, a number of additional brackets and stiffeners have been added to the girders, as evidenced by the empty rivet holes. The deck of the bridge consists of timber planking, which has been overlaid with a bituminous surface. Railings on the approaches consist of a standard design, with two longitudinal boards supported by timber posts. A faded stenciling on the bridge possibly indicates this span was reused from Bridge #24; although it is unclear where this structure may have been located. Railroads often reused steel and iron spans, as it provided a cost effective way to construct bridges without requiring large amounts of new material. Like many railroads, the C&NW reused steel and iron girder and truss spans for roadway overpasses, as these spans could easily be reconstructed and adapted for roadway use. Since the most recent reconstruction, the bridge has seen few alterations. The bridge was closed to automobile traffic in May 2021, and remains open to pedestrian traffic only. Overall, the bridge appears to be in poor condition, with significant deterioration to the deck, main span and timber substructures of the bridge. It is likely that this bridge will eventually be demolished, with or without replacement. The author has ranked this bridge as being locally significant, due to the common design and unclear history.


Citations

Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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