Name | CN Nemadji River Bridge (South) Duluth, Missabe & Iron Range Railway Bridge #IT-19A |
Built By | Interstate Transfer Railway |
Currently Owned By | Canadian National Railway |
Superstructure Contractor | American Bridge Company of New York |
Substructure Contractor | W.F. King of Duluth, Minnesota |
Length | 2440 Feet Total, 100 Foot Largest Span |
Width | 1 Track |
Height Above Ground | 50 Feet (Estimated) |
Superstructure Design | Deck Plate Girder |
Substructure Design | Concrete and Steel Tower |
Date Built | 1910 |
Traffic Count | 15 Trains/Day (Estimated) |
Current Status | In Use |
Duluth, Missabe & Iron Range Railway Bridge Number | IT-19A |
Canadian National Railway Bridge Number | 18.42 |
Significance | Moderate Significance |
Documentation Date | 2/8/2014 |
In 1907, the Spirit Lake Transfer Railway began construction on a new 14-mile route, extending from the St. Louis River bridge near Oliver, Wisconsin; to Adolph, Minnesota; near Duluth. At the same time, the Interstate Transfer Railway began construction on a new 11-mile route, extending from the St. Louis River Bridge to a junction with the Chicago & North Western Railway at South Itasca, Wisconsin. Work would be discontinued prior to completion of the route in 1913, and both railroads would be leased to the Duluth, Missabe & Northern Railway (DM&N) in 1915. Work would be resumed in 1915, and completed in 1916. This route served as a principal connecting line for the DM&N. The DM&N was owned by US Steel, and was operated with the purpose of facilitating iron ore shipments. The DM&N merged with the Duluth & Iron Range Railroad to form the Duluth, Missabe & Iron Range Railway (DM&IR) in 1938. US Steel continued to control the DM&IR until 1988, when the railroad holdings of that company were sold to Blackstone Group. The railroad was in turn sold to Canadian National Railway (CN) in 2003. This route continues to be operated as the CN Superior Subdivision.
Located near Saunders, this large deck plate girder viaduct carries the former Interstate Transfer Railway across the Nemadji River. Built in 1910, the bridge consists of 48 total deck plate girder spans, spanning nearly half a mile and set nearly 50 feet above the ground below. From east to west, the bridge consists of a 40-foot deck plate girder span, 15 each alternating 30-foot tower spans and 70-foot clear spans, a 30-foot tower span, a 100-foot main span over the river, a 30-foot tower span, six more alternating 70-foot and 30-foot spans and two 70-foot spans. The entire bridge is set onto large steel towers, concrete pedestals and concrete abutments. American Bridge Company fabricated the superstructure, while local contractor W.F. King completed the concrete substructures.
Typical of spans from this era, the girders are heavily constructed, and a sheet metal deck has been installed on the bridge. The metal deck is supported by numerous parallel I-beams, which rest on the girders. The abutments use a traditional design, with flared wing walls. The pedestals use a combination of square blocks for a majority of the towers, and a low pier for the towers adjacent to the 100-foot span. The towers are composed of solid beams, which are connected by plates instead of V-lacing. Deck plate girder viaducts were used where a large fill would not be practical. These spans were the most economical and most durable solution to lengthy, tall bridges. Since the initial construction, the bridge has seen relatively few modifications. Some pedestals have been repaired with a concrete encasement or epoxy, while the connections between the towers and superstructure have been strengthened with bolted plates. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked this bridge as being moderately significant, due to the size of the structure.
Citations
Builder and build date | The Duluth News Tribune; March 3, 1910 |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |