Name | CPKC Cottonwood River Bridge (New Ulm) Chicago & North Western Railway Bridge #M-1703 |
Built By | Chicago & North Western Railway |
Currently Owned By | Canadian Pacific Kansas City Limited |
Superstructure Contractor | Modern Steel Structural Company of Waukesha, Wisconsin |
Substructure Contractor | Unknown |
Length | 735 Feet Total, 157 Foot Largest Span |
Width | 1 Track |
Height Above Ground | 25 Feet (Estimated) |
Superstructure Design | Quadrangular Lattice Through Truss and Timber Pile Trestle |
Substructure Design | Stone Masonry, Concrete and Timber Pile |
Date Built | 1913 |
Traffic Count | 6 Trains/Day (Estimated) |
Current Status | Open to Traffic |
Chicago & North Western Railway Bridge Number | M-1703 |
Significance | Regional Significance |
Documentation Date | 8/27/2011; 5/30/2015 |
Located on the east side of New Ulm, this large through truss bridge is the eastern crossing of the Cottonwood River along this route. The first bridge at this location consisted of a wooden truss, set onto stone piers and approached by timber pile trestle spans. In 1913, the original bridge would be replaced by the current structure. The bridge consists of a 157-foot and a 148-foot, riveted quadrangular lattice through trusses, set onto stone piers and a concrete west abutment. In addition, the bridge is approached by a lengthy timber pile trestle on the east end. The trusses feature typical designs of a C&NW 20th Century quadrangular through truss span, such as an A-frame portal, riveted connections and heavy built-up members. The superstructure was fabricated by the Modern Structural Steel Company, a relatively obscure builder. The stone piers and concrete abutments were both built by unknown contractors.
This type of truss bridge is relatively uncommon throughout the United States. However, a few railroads preferred the design, such as the Chicago, Rock Island & Pacific Railway (Rock Island) and the C&NW. The first generation of this design used on the C&NW featured a lattice portal bracing, light sway bracing and laced members, and was typically constructed between 1878 and 1884. The second generation was nearly exclusively constructed by Lassig Bridge & Iron Works between 1884 and 1900, and featured heavier members and a pedimented portal bracing. While the design fell out of favor around 1900 for the Rock Island, the design remained popular with the C&NW into the 1920s. 20th Century versions of this design were even heavier, using A-frame portals and massive members. This particular bridge was fabricated by Modern Structural Steel Company, a relatively unknown builder. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked this bridge as being regionally significant, due to the truss design and obscure builder.
Citations
Builder and build date | Chicago & North Western Valuation Notes at the Chicago & North Western Historical Society Archives |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |