BNSF I&M Canal Bridge (Joliet)


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Name BNSF I&M Canal Bridge (Joliet)
Atchison, Topeka & Santa Fe Railway Bridge #36A
Built By Atchison, Topeka & Santa Fe Railway
Currently Owned By BNSF Railway
Superstructure Contractor American Bridge Company of New York
Substructure Contractor Unknown
Length 200 Feet Total
Width 2 Tracks
Height Above Ground 25 Feet (Estimated)
Superstructure Design Baltimore Through Truss
Substructure Design Concrete
Date Built 1935
Traffic Count 50 Trains/Day (Estimated)
Current Status In Use
Atchison, Topeka & Santa Fe Railway Bridge Number 36A
BNSF Railway Bridge Number 36.40
Significance Moderate Significance
Documentation Date 7/30/2015

In 1873, the Chicago, Pekin & Southwestern Railway (CP&SW) began construction on 52 miles of new railroad, extending from Pekin to Pekin Junction, Illinois and from Eureka, Illinois to Ancona, Illinois.  At the same time, the Chicago & Illinois River Railroad (C&IR) began construction on a 28 mile spur from Coal City, Illinois to Streator, Illinois, but work was soon ceased.  The CP&SW purchased the incomplete line from Gorman to Streator, and connected it to Ancona.  The CP&SW was purchased by the Chicago, St. Louis & Western Railroad in 1881, which constructed an additional 60 miles into Chicago, opening in 1884.  The railroad was reorganized into the Chicago & St. Louis Railway (C&StL) in 1886.   By the mid-1880s, the Atchison, Topeka & Santa Fe Railway (ATSF) was contemplating on extending their network from Kansas City, Missouri to Chicago, where the railroad could interchange with other large railroads.  In 1887, the Chicago, California & Santa Fe Railway (CC&SF) began construction on 350 miles of new railroad, extending from Ancona to Sugar Creek Junction, near Kansas City.  Work would be completed in 1888.  The portion of the line from Ancona to Chicago would be reconstructed at this time to meet new standards. 

The new line was leased to the ATSF in 1888, and fully absorbed into the ATSF in 1900.  The line immediately became a core line for the ATSF, serving as part of the principal mainline (Chicago to Los Angeles) for the ATSF.  During the first decade of the 20th Century, the Kansas City to Chicago line was extensively rebuilt for double track use.  Within the City of Chicago, the tracks were elevated and subways constructed at street crossings.  After the Amtrak takeover of passenger services in 1972, the line north of Bridgeport was abandoned in favor of other routes.  Due to dwindling traffic, the route from Ancona to Pekin was abandoned in 1983 and 1984.  In 1996, the ATSF was merged into Burlington Northern Railroad to form BNSF Railway, and a portion between Ash Street and Bridgeport abandoned.  Today, BNSF operates this line as the Chillicothe Subdivision and the Marceline Subdivision.  The line continues to be one of the heaviest used railroad routes in the Midwest.


Located on the north side of Joliet, this massive through truss bridge carries the former Atchison, Topeka & Santa Fe Railway over the Illinois & Michigan Canal along the Des Plaines River. At this location, the canal empties into the Des Plaines River, where it follows the river through Joliet. The first bridge at this location was a 150-foot single track Pratt through truss span, constructed when the line was built in 1888. In 1906, the bridge would be shifted, and a second bridge of similar design added to the structure. By the 1930s, this configuration had become unfeasible, and the Santa Fe would begin planning to realign the tracks and construct a new bridge. In addition, during the early 1930s, the Illinois Waterway was being improved, with new movable bridges constructed over the Des Plaines and Illinois Rivers, completely rendering the canal obsolete. In 1935, the original crossing would be replaced by a larger double track through truss span. It is unknown if the old spans were reused, as the Santa Fe was often reusing 1880s spans for roadway overpasses at this time.

Currently, the bridge consists of a 200-foot, 10-panel, riveted Baltimore through truss span, set onto concrete abutments. Due to the curvature of the railroad, the span is heavily skewed, and is slightly wider than required for a double track bridge. The superstructure is heavily constructed, with massive built up members, heavy riveted connections, a heavy portal bracing and a ballast deck. Typical of Santa Fe structures, the ballast deck is constructed using parallel I-beams, placed between the truss lines. American Bridge Company fabricated the superstructure, and it is unknown if the substructure was constructed by railroad forces or by an unknown contractor. Baltimore trusses became popular in the 20th Century, as they provided an exceptionally strong design without sacrificing economy. These spans were also extremely versatile, and could be used in many situations. Since the initial construction, the bridge appears to be largely unchanged. 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 truss design and newer age.


Citations

Builder and build date American Bridge Company plaque
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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