Name | UP Sibley Parkway Bridge Chicago & North Western Railway Bridge #421 |
Built By | Chicago, St. Paul, Minneapolis & Omaha Railway (South Track) Chicago & North Western Railway (North Track) |
Currently Owned By | Union Pacific Railroad/Canadian Pacific Kansas City Limited |
Superstructure Contractor | Unknown |
Length | 227 Feet Total, 36 Foot Main Span |
Width | 2 Tracks |
Height Above Ground | 13 Feet 0 Inches |
Superstructure Design | Deck Plate Girder and Timber Pile Trestle (South Track) Steel Stringer and Timber Pile Trestle (North Track) |
Substructure Design | Timber Pile and Steel Pile |
Date Built | 1896 (South Track) c. 1930 (North Track) |
Traffic Count | 15 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | 421 (South Track) M-1603 (North Track) |
Union Pacific Railroad Bridge Number | 86.84 |
Significance | Local Significance |
Documentation Date | 8/27/2011 |
Located near US Highway 169 in Mankato, this deck girder and steel stringer bridge carries the former Chicago & North Western Railway/Chicago, St. Paul, Minneapolis & Omaha Railway over Sibley Parkway. Little is known about the history of this bridge. In 1896, the Omaha Road realigned their line through Mankato, and constructed a deck girder and timber pile trestle bridge at this location. The C&NW added a similar span to the north side of the bridge at that time. It appears that the bridge was modified in approximately 1930, by replacing the main span of the north track with a steel stringer, and strengthening the main span of the south track with additional girder lines, giving the bridge its current configuration.
Currently, the south track of the bridge consists of a 36-foot deck plate girder span, approached by timber pile trestle spans and supported by timber pile substructures. The north track of the bridge consists of a 36-foot steel stringer span, with the same approaches and substructures. Two different contractors fabricated the steel spans for the superstructure. The south track girder span uses six girder lines, and appears to have been strengthened long ago. Railroads often reused steel spans, as it was an inexpensive way to repair other steel spans which had become too light for traffic. No information is known about the additional girders, although it is likely that they were fabricated in c. 1895 and originally used at an unknown location. Since the last reconstruction, the bridge has seen few changes. The east pier of the south track was replaced by a steel bent in the 2020s. Bridges such as this were commonly used by railroads, as they were easy to construct and economical. Overall, the bridge appears to be in fair to poor condition, with significant deterioration throughout the timber components of the bridge. It is likely that this bridge will be replaced in the coming years. The author has ranked the bridge as being locally significant, due to the common design and unknown history.
Citations
Build date | National Bridge Inventory (NBI) |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |