Name | CPKC Little Cottonwood River Bridge Chicago & North Western Railway Bridge #M-1687 |
Built By | Chicago & North Western Railway |
Currently Owned By | Canadian Pacific Kansas City Limited |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | Unknown |
Length | 218 Feet Total, 90 Foot Main Span |
Width | 1 Track |
Height Above Ground | 10 Feet (Estimated) |
Superstructure Design | Through Plate Girder and Modular Concrete Girder |
Substructure Design | Concrete and Steel Pile |
Date Built | 1918; Piers Rehabilitated 2012, Approaches Rebuilt 2014 |
Traffic Count | 5 Trains/Day (Estimated) |
Current Status | Open to Traffic |
Chicago & North Western Railway Bridge Number | M-1697 |
Significance | Local Significance |
Documentation Date | 6/10/2012 |
Located near the small town of Cambria, this through plate girder bridge carries the former Dakota, Minnesota & Eastern Railroad over the Little Cottonwood River. The first bridge at this location was a 126-foot timber Howe through truss, set onto timber bents and approached by timber pile trestle on either side. This span was constructed by an unknown firm called Bodker & Connolly, which apparently specialized in timber truss spans. The original bridge was intended to be temporary, and by 1918, work would begin to replace it. That year, concrete piers were constructed underneath the timber bridge, and in January 1920, a 90-foot through girder span would be installed, retaining timber pile trestle approaches.
Currently, the bridge consists of a 90-foot standard through plate girder span, set onto concrete piers and approached by modular concrete girder spans on either end. The girder span uses a standard design, including a traditionally composed floor, open deck and rounded and tapered ends. In addition, the girder is heavily constructed, typical of C&NW spans from this era. American Bridge Company fabricated the span, while the substructure was constructed by an unknown contractor. The piers were encased in concrete in 2012, and the approaches were replaced in 2014, giving the bridge its current configuration. Through plate girder spans were commonly used by North American railroads, as they were durable and easy to construct. The bridge appeared to be in good condition at the time of visit, and should continue to support traffic for years to come. The author has ranked this bridge as being locally significant, due to the common design.
Citations
Builder and build date | American Bridge Company plaque |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |