CNW North Shore Channel Bridge


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Name CNW North Shore Channel Bridge
Chicago & North Western Railway Bridge #543 1/4
Built By Chicago & North Western Railway
Currently Owned By Private Owner
Superstructure Contractor George W. Jackson, Inc. of Chicago, Illinois
Substructure Contractor John T. Fanning & Company of Chicago, Illinois
Length 60 Feet Total
Width 2 Tracks
Height Above Ground 20 Feet (Estimated)
Superstructure Design Deck Plate Girder
Substructure Design Concrete
Date Built 1909
Traffic Count 0 Trains/Day (Bridge is Abandoned)
Current Status In Use
Chicago & North Western Railway Bridge Number 543 1/4
Significance Moderate Significance
Documentation Date 2/26/2023

In the late 19th Century, Chicago grew to the prominent railroad hub in the central United States. Chicago also served as the dividing point between the railroads operating in the east and railroads operating in the Midwest.  The Chicago & North Western Railway (C&NW) had constructed three principal railroad lines, radiating north, northwest and west from Chicago.  In 1872, the C&NW constructed five miles of new railroad line along Kenton Avenue in Chicago, connecting the West Line (Galena Division) near present-day Pulaski Road to the Northwest Line (Wisconsin Division) at Mayfair.  In 1889, the Junction Railway Company (JRC) was funded by the C&NW to construct a double track extension from Mayfair, north to the North Line (Milwaukee Division) at Canal (north Evanston).  At the same time, the C&NW constructed a second track along the Kenton Avenue segment.  In 1891, the JRC was merged into the C&NW. 

This line primarily served as a freight bypass of downtown Chicago, connecting to the Belt Railway of Chicago at the south end of the line.  In the late 19th Century, railroad traffic had become a significant safety hazard for the City of Chicago.  A solution was devised to elevate the railroad tracks throughout the city, placing the railroads upon embankments and constructing subways at each street.  In 1899, the C&NW completed a track elevation project at Milwaukee Avenue and Irving Park Road; followed by the section from Milwaukee Avenue to 40th Street (Pulaski Road) in 1906.  Further improvements were made in 1928, when the line was elevated north of Mayfair. 

The C&NW would become a prominent railroad in the Midwest, eventually building a system over 11,000 miles long.  By the mid 20th Century, this route slowly had lost importance.  Freight traffic would mainly use the Milwaukee Subdivision, another freight bypass located west of this route.  Local traffic along the line gradually faded, and portions of the line would be abandoned.  The C&NW abandoned the line from Oakton Street to Canal in 1985, followed by the section between River Junction and Oakton Street in 1988.  In approximately 1990, the line south of Armitage Avenue would be abandoned, severing the connection to the Galena Division.  In 1995, the C&NW would be purchased by the Union Pacific Railroad.  The Union Pacific continues to operate the Mayfair to Armitage Avenue segment as the Cragin Industrial Lead.  The remainder of the line is abandoned, but the grade and structures remain largely intact.


Located between south of Oakton Street, this unusual girder bridge once carried the Mayfair Cutoff of the C&NW across the North Shore Channel. The North Shore Channel was constructed to alleviate issues with wastewater and storm water drainage in Evanston, Skokie and parts of Chicago. At the crossing of the Mayfair Cutoff, the canal would cross the bridge at an unusual angle, requiring a specialty bridge. The bridge would be constructed in 1909, using an unusual deck plate girder, set onto concrete abutments. The bridge was contracted by the Sanitary District of Chicago, typical of canal projects undertaken by the district. George W. Jackson, Inc. was contracted to fabricate and erect the superstructure, and John T. Fanning & Company was contracted to construct the concrete substructure.

The chosen design used parallel girders, set perpendicular to the canal. A set of girders run diagonally across the perpendicular girders, and a ballast channel is set on the diagonal girders. While the perpendicular girders are only 60 feet long, the diagonal girders, which run parallel to the track, are 130 feet long. The southeast and northwest corners of the structure use steel bents, set onto low concrete abutments. This design of bridge is extremely uncommon, and required significant engineering to construct. This type of bridge was likely preferred to a heavily skewed span due to the economics of designing and fabricating a much larger and more complex structure. The bridge is now abandoned, and will likely never be used again. The north end of the bridge has been reused as a materials stockpile for an asphalt company, and the south end of the bridge has been dug out to prevent access to the bridge. Overall, the bridge appears to be in fair condition, although further inspection was not able to be conducted. The author has ranked the bridge as being moderately significant, due to the unusual design and relatively unknown contractors.


Citations

Build date and builder (superstructure) The Engineering Record; Volume 59, No. 6
Builder (substructure) Proceedings of the Board of Trustees of the Sanitary District of Chicago; 1908
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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