UP Kansas River Bridge (Kansas City, South)


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Name UP Kansas River Bridge (Kansas City, South)
Union Pacific Railroad Bridge #1.57A
Built By Union Pacific Railroad
Currently Owned By Union Pacific Railroad
Superstructure Contractor Unknown (180 Foot Trusses)
American Bridge Company of New York (196 Foot Truss)
Unknown (Lift Mechanism)
Substructure Contractor Foundation & Contracting Company of New York
Engineer (180 Foot Trusses) James Keys
Length 758 Feet Total, 196 Foot Largest Span
Width 2 Tracks
Height Above Ground 40 Feet (Estimated)
Superstructure Design Pratt Through Truss and Steel Stringer
Substructure Design Concrete
Date Built 1904, Rebuilt With New Truss 1912; Converted to Lift Bridge c. 1950
Traffic Count 50 Trains/Day (Estimated)
Current Status In Use
Union Pacific Railroad Bridge Number 1.57
Union Pacific Railroad Bridge #1.57A
Significance Regional Significance
Documentation Date 9/4/2016

After the Pacific Railway Act of 1862, numerous railroads were charting routes from the Midwest to the Pacific using federal land grants.  The Leavenworth, Pawnee and Western Railroad was initially authorized by the Kansas Legislature in 1855, and changed the name to the Union Pacific Railway, Eastern Division (UP-ED) in 1863.  In 1864, the UP-ED began construction on a 40 mile railroad line, extending from Kansas City, Missouri westwards towards Denver.  The railroad reached Salina, Kansas by 1865, and an additional 97 miles to Fort Riley, Kansas opened in 1866.  In 1867, an additional 152 miles to Hays, Kansas would open to traffic, followed by an additional 116 miles to McAllaster, Colorado in 1869.  The UP-ED would be merged into the Kansas Pacific Railway (KP) in 1869.  The KP continued construction westwards, constructing an additional 234 miles to Denver, Colorado in 1870.  The KP was sold to the Union Pacific Railway in 1880.  The railroad would change its name to the Union Pacific Railroad in 1901.  The UP had constructed a vast network of railroads, extending from the Missouri River westwards.  This route served as a secondary mainline for the railroad, roughly paralleling the First Transcontinental Railroad, which was constructed north of this line in Nebraska.  Between 1901 and 1905, significant upgrades were made to this line, including realignments and new bridges, and a second track from Kansas City to Topeka was constructed in 1906.  Since the initial construction, little has changed with this line.  UP spent significant capital upgrading the route in the 1990s, although traffic has slowed considerably in the 2010s.  Today, UP operates the Kansas Subdivision between Kansas City and Menoken, the Salina Subdivision between Menoken and Salina, the Sharon Springs Subdivision between Salina and Sharon Springs, and the Limon Subdivision from Sharon Springs to Denver.


View an article discussing the 1912 reconstruction of this bridge

Located immediately south of the Interstate 70 bridge, this large truss bridge is one of two parallel bridges across the Kansas River at this location. The first bridge at this location was a wooden through truss, typical for large spans along the Kansas Pacific during the 1860s. At some point during the 1880s, the bridge was rebuilt with a light iron truss bridge. This bridge lasted until the Flood of 1903, when the bridge was destroyed, despite the parallel Missouri Pacific bridge surviving the flood intact.

Construction began on a new bridge in 1904. The new bridge would consist of three double track 180-foot, 10-panel pin-connected Pratt through truss spans, set onto new concrete piers. The new truss spans utilized a typical Union Pacific design, designed by James Keys. These spans utilized built up members, a lattice portal and a heavy floor system. In 1909, the bridge would be raised an additional 2 feet. In 1912, the bridge was extensively reconstructed to conform to new channel requirements of the Kaw Valley Drainage District and the War Department. The bridge would be shifted both transversely and longitudinally, as well as raised an additional 6.5 feet. In addition, a new 196-foot, 8-panel Pratt through truss span would be added to the west end of the bridge. The new concrete piers would be capped with stone blocks, an unusual feature for bridges of this era.

Once the new piers and abutments were completed, the old west span was disassembled, except for the floorbeams and stringers, which were supported by temporary piling. The new 196-foot span was then installed on the west end of the bridge. The two old east spans, each weighing approximately 550 tons, were then simultaneously shifted 66 feet longitudinally, and then transversely 30 feet to the north. This work was completed by riveting the two spans together. Traffic over the bridge was interrupted for approximately seven hours to complete the movement. The old west span was then reassembled as the new east span of the bridge.

Further alterations have since been made to the bridge. In approximately 1950, a screw jack lift system was installed on the bridge. This lift system allowed the bridge to be raised in the event of severe flooding. The Rock Island Bridge and the Highline Bridge also had similar lift mechanisms installed at the same time. At this time, a 22-foot steel stringer span would be installed on the east end of the bridge to accommodate new levees. Overall, the bridge appears to be in fair to good condition, and is heavily used by Union Pacific. No significant deterioration was noted to the bridge at the time of documentation. This bridge is now known as the "Union Pacific Intermodal Bridge", as it mainly serves intermodal traffic. The author has ranked this bridge as being regionally significant, due to the unique history and the installation of a lift system.


Citations

Build date Union Pacific Railroad Valuation Engineering Field Notes at the National Archives
Builders and build date (1912 Reconstruction) Engineering Record; Volume 67 Issue 22
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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