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Chestnut Street Overpass

Double Intersection Warren Pony Truss Overpass over Wisconsin & Southern Railroad
Lodi, Columbia County, Wisconsin

Click the Photo Above to See All Photos of This Bridge!
Name Chestnut Street Overpass
Built By Chicago & North Western Railway
Contractor Unknown
Currently Owned By City of Lodi
Length 97 Feet Total, 47 Foot Main Span
Width 2 Traffic Lanes
Height Above Ground 25 Feet (Estimated)
Superstructure Type Double Intersection Warren Pony Truss and Trestle
Substructure Type Timber Pile and Stone Masonry
Date Built 1896 using a Ca. 1880 span
Original Location Unknown
Traffic Count 0 Trains/Day (Bridge is an Overpass)
Current Status In Use
Bridge Number 308
Significance Regional Significance
Documentation Date December 2020
A brief history of the Chicago & North Western route from Beloit to Winona:


06/26/21


Located in Lodi, this unique pony truss bridge carries a closed segment of Chestnut Street over the Wisconsin & Southern Railroad.
Originally, there were three identical bridges such as this around Lodi. To the south, Mill Street originally used such a span, but it was replaced in the 1920s. To the north, Wisconsin Highway 113 originally crossed on an identical bridge, before the road was realigned in 1939. Another similar bridge carried Martin Road in Fond du Lac County, but was replaced in the late 2000s.
Built 1896 as the railroad reconstructed tracks through Lodi, the bridge reused an older riveted Double Intersection Warren Pony Truss from an unknown location. This style pony truss was extremely common from the late 1870s through the mid 1880s, when it was replaced by more durable girder designs. It is also unknown if this span came from a nearby location, such as one of the many Baraboo River crossings, or if it came from further away.
The bridge currently utilizes a 47 foot pony truss span, approached by trestle on either side. The bridge is set onto light timber substructures, and stone bases. The pony truss has been heavily modified, including the removal of the original endposts and the addition of outriggers. When the truss was moved here, the floor was heavily reconstructed for road use.
Like many of these overpasses, this bridge has a distinct humpback shape, to allow for sufficient clearance underneath the bridge. Compared to other early 1880s pony trusses such as this, this bridge is much lighter, possibly implying that it may date into the 1870s.
The reuse of railroad spans for roadway use was very common for railroads. Trusses and girders of all types would be replaced by a new railroad bridge, and the old span reused for roadway use. As is the case with this bridge, many of these bridges would be extensively rebuilt with a new floor system and other modifications.
Overall, the bridge is in poor condition. As a result, the road was closed and the bridge is only open to pedestrians.
Unfortunately, the United States has lost a significant portion of the population of recycled railroad spans. Many have been replaced or outright removed since the 1990s, and this trend is expected to continue. This is unfortunate, as many of these spans, while altered, retain great historic integrity, and are often some of the oldest in the area. Unfortunately, it is likely that this bridge will meet a similar fate.

The author has ranked this bridge as being regionally significant, due to the unique truss design.
The photo above is an overview.

Citations

Source Type

Source

Build Date Estimated
Railroad Line History Source ICC Valuation Information, Compiled by Richard S. Steele



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