Coffeyville Railroad Bridge (South)


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Name Coffeyville Railroad Bridge (South)
Missouri Pacific Railroad Bridge #37
Built By Missouri Pacific Railroad
Currently Owned By South Kansas & Oklahoma Railroad
Superstructure Contractor Unknown
Length 315 Feet Total, 150 Foot Main Span
Width 1 Track
Height Above Ground 30 Feet (Estimated)
Superstructure Design Warren Through Truss, Deck Plate Girder and Timber Pile Trestle
Substructure Design Stone Masonry, Concrete Pile and Timber Pile
Date Built 1910
Traffic Count 0 Trains/Day (Bridge is Closed to Traffic)
Current Status Closed to all Traffic
Missouri Pacific Railroad Bridge Number 37
Significance Regional Significance
Documentation Date 10/28/2017

In 1884, the Denver, Memphis & Atlantic Railway (DM&A) would begin construction on a 272 mile line, extending from Chetopa, Kansas to Larned, Kansas, completing the line in 1887.  An additional extension was made by the Nevada & Minden Railway of Kansas in 1885 to Pittsburgh, Kansas.  The KN&D was consolidated with several other railroads to form the Kansas and Colorado Pacific Railway (K&CP) in 1891, and both railroads would be merged into the Missouri Pacific Railway (MP) in 1909.  MP had amassed a large collection of railroad lines, particularly in Missouri and Kansas.  This line served as a secondary line, connecting agricultural industries in western and central Kansas with the MP mainline in eastern Kansas.  The railroad reorganized to the Missouri Pacific Railroad in 1917.  The MP was merged into the Union Pacific Railroad (UP) in 1982.  Much of the railroad west of Coffeyville was abandoned in stages over the following years.  A portion from Pittsburgh to Coffeyville was sold to the South Kansas & Oklahoma Railroad (SKOL) in 1991, and additional segments were later abandoned.  Today, SKOL continues to operate short segments of this line in Pittsburgh and Coffeyville.


Located on the east side of Coffeyville, this through truss bridge is the southern railroad crossing of the Verdigris River in Coffeyville. The previous bridge at this location was likely a lighter metal truss, possibly a Pegram truss. In 1910, the bridge was reportedly rebuilt in the current configuration. The bridge consists of a 150-foot 6-panel riveted Warren through truss, approached by a 47-foot deck plate girder span on either side. The west end is approached by four timber pile trestle spans. The bridge is set onto stone, concrete pile and timber pile substructures. The truss span utilizes a design typical for MP trusses from this era, with a heavy A-frame portal bracing, laced members and heavy riveted connections. The deck plate girder spans are somewhat unusual, utilizing a curved lower chord design. Typically, girders of this shape were either located on viaducts or designed that way to minimize alterations to an existing abutment. The girders appear to be considerably lighter than would be expected for a 1910-era girder, possibly indicating that they were moved to this location. No plaques could be found on the bridge, and holes from a missing plaque on the truss were unidentifiable. Overall, the bridge appears to be in fair condition, with no significant deterioration noted. While not formally abandoned, the bridge is closed to traffic and has not seen a train since the early 2010s. The author has ranked this bridge as being regionally significant, due to the truss design and unusual design of the approaches.


Citations

Build date The Coffeyville Weekly Journal; April 1st, 1910
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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