| Name | CPKC Straight River Bridge (Medford) Chicago, Milwaukee, St. Paul & Pacific Railroad Bridge #S-274 |
| Built By | Chicago, Milwaukee, St. Paul & Pacific Railroad |
| Currently Owned By | Canadian Pacific Kansas City Limited |
| Superstructure Contractor | Minneapolis-Moline Power Implement Company of Minneapolis, Minnesota |
| Substructure Contractor | Unknown |
| Length | 135 Feet Total |
| Width | 1 Track |
| Height Above Ground | 15 Feet (Estimated) |
| Superstructure Design | Warren Pony Truss |
| Substructure Design | Concrete |
| Date Built | 1940 |
| Traffic Count | 0 Trains/Day (Bridge is Closed to Traffic) |
| Current Status | Closed to all traffic |
| Chicago, Milwaukee, St. Paul & Pacific Railroad Bridge Number | S-274 |
| Significance | Regional Significance |
| Documentation Date | 11/25/2017 |
In 1864, the Minnesota Central Railway began construction of a new railroad between Mendota, Minnesota and Faribault, Minnesota. The line would be completed between Mendota and Fairbault in 1865, and would be extended to Owatonna in 1866. In 1867, the McGregor Western Railway would extend the line through Austin, Minnesota and towards Cresco, Iowa; connecting to an existing line extending to McGregor, Iowa. The Minnesota Central conveyed the Mendota to Owatonna line to the McGregor Western Railway Company in 1867, which in turn was purchased by the Milwaukee and St. Paul Railway Company (M&StP). In 1874, the M&StP would change its name to the Chicago, Milwaukee and St. Paul Railway Company (CM&StP) in 1874. Known as the Milwaukee Road, the railroad was beginning to amass a large collection of railroads throughout Wisconsin, Minnesota and Iowa.
This line served as a secondary mainline, bypassing the congested mainline along the Mississippi River. The Milwaukee Road was often in financial trouble, especially after the costly Pacific Extension was completed in 1909. In 1925, the company declared bankruptcy, and reorganized as the Chicago, Milwaukee, St. Paul and Pacific Railroad in 1928. As the Milwaukee Road continued to struggle in the 1970s and 1980s, portions of the railroad would be abandoned. The line between Austin and Cresco would be abandoned in 1983. By 1985, a suitor for the Milwaukee Road was being sought, and the Soo Line Railroad, controlled by Canadian Pacific Railway (CP) purchased the Milwaukee Road in 1986. In 1997, CP would sell the Austin to Comus segment to I&M Rail Link, which was purchased by the Dakota, Minnesota & Eastern Railroad (DM&E) subsidiary Iowa, Chicago & Eastern Railroad (IC&E). The DM&E/IC&E were purchased by Canadian Pacific in 2008. CP merged with Kansas City Southern Railway in 2023 to form CPKC, the current owner of the Mendota to Austin line. Progressive Rail operates portions of the line in Faribault and Inver Grove Heights, while much of the line between Faribault and Owatonna is out of service. The segment between Owatonna and Austin is currently part of the Owatonna Subdivision.
Located alongside County Road 45 north of Medford, this pony truss bridge carries a former Chicago, Milwaukee, St. Paul & Pacific Railroad (Milwaukee Road) line over the Straight River. The first bridge at this location was likely a wooden truss bridge with timber pile trestle approaches, constructed when the line was first built. In 1893, the bridge was rebuilt with a lightweight 135-foot, 8-panel, pin-connected Pratt through truss span, fabricated by American Bridge Works and set onto stone abutments. By the mid-20th Century, trains were becoming heavier, and a new bridge was needed at this location. Contracts for a new bridge were awarded in late 1939, and the present structure was constructed in 1940. It is likely that the old span was scrapped due to its age and large quantities of newer secondhand material available to the Milwaukee Road at that time. It is also unclear if the old stone abutments were simply encased in concrete, or if they were completely replaced. Currently, the bridge consists of a 138-foot, 8-panel, riveted Warren pony truss span, set onto concrete abutments. The truss span follows a standard design for the era, with heavy members, a curved upper angle connection and a standard floor. The top chord and endposts both consist of built-up beams, with X-lacing on the bottom and a solid plate on the top. The bottom chord is composed of a built-up beam which uses X-lacing on both sides. Both the vertical and diagonal members use heavy solid beams, and the vertical members are connected to the floorbeam by a thick triangular plate. The floor consists of two plate girder stringers and plate girder floorbeams, typical for spans from this era. At the upper angle connections, a rounded plate connects the top chord to the endposts. The concrete abutments follow a standard design, with sloped wing walls extending at an angle from the bridge.
The truss span was fabricated by the Minneapolis-Moline Power Implement Company, while it is unclear if the abutments were constructed by railroad company forces or by an unknown contractor. Minneapolis-Moline was formed in 1929 by a merger of the Minneapolis Steel & Machinery Company, Minneapolis Threshing Machine Company and the Moline Implement Company. While Minneapolis Steel & Machinery had constructed bridges, the other two firms were strictly involved in building machinery. Similar to two of its predecessors, Minneapolis-Moline became best known for selling farming equipment. It is unclear how many bridges were built by this firm, although it appears this firm constructed mainly highway bridges for western states. This particular bridge is a later example of a standard pony truss design used by the Milwaukee Road between the late 1920s and early 1940s. Warren truss spans became popular in the 20th Century, as they were simple, economical and strong. Since the initial construction, the bridge has seen no significant alterations. Today, the bridge is out of service, and it is unclear what the future is for the bridge. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked the bridge as being regionally significant, due to the truss design and unique builder.
Citations
| Build date and builder (superstructure) | Steel; Volume 105, Issue 20 |
| Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |