UP Elkhorn River Bridge (Arlington)


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Name UP Elkhorn River Bridge (Arlington)
Chicago & North Western Railway Bridge #G-144
Built By Chicago & North Western Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Unknown
Length 280 Feet Total, 160 Foot Main Span
Width 1 Track
Height Above Ground 10 Feet (Estimated)
Superstructure Design Quadrangular Lattice Through Truss and Steel Stringer
Substructure Design Concrete
Date Built 1902, Approaches Added c. 1980
Date Replaced 2022
Traffic Count 0 Trains/Day (Bridge has been Replaced)
Current Status Replaced by a new bridge upstream
Chicago & North Western Railway Bridge Number G-144
Union Pacific Railroad Bridge Number 358.03
Significance Moderate Significance
Documentation Date 5/5/2017

In 1867, the Cedar Rapids and Missouri River Railroad (CR&MR) completed 6 miles of new railroad, extending from Missouri Valley, Iowa to California Junction, Iowa.  The new line was promptly purchased by the Sioux City and Pacific Railroad (SC&P).  In 1869, the SC&P would complete 32 miles of new railroad to Fremont, Nebraska.  A bridge across the Missouri River at Blair, Nebraska would be completed in 1883.  The SC&P would remain independent, until it was purchased by the Chicago & North Western Railway (C&NW) in 1901.  The C&NW had constructed and acquired a large number of railroad lines throughout the midwest.  This line provided a critical connection between the Chicago-Omaha mainline at Missouri Valley, and the Nebraska Division lines at Fremont.  In 1995, the C&NW would be purchased by the Union Pacific Railroad.  This line now serves as the Blair Subdivision, and is a critical connection between the Union Pacific network at Fremont and the mainline at Missouri Valley.


Located west of Arlington, this quadrangular lattice through truss bridge once carried the Union Pacific Blair Subdivision over the Elkhorn River. The first bridge at this location was likely a wooden through truss. In 1902, the bridge would be replaced with a 160-foot riveted quadrangular lattice through truss span. It is unknown if the truss was originally set onto concrete piers, or if it utilized stone piers at first. By the time of documentation, the stone piers were long disused and in poor condition, behind the concrete piers. The bridge originally featured a 24-foot deck plate girder span, although this was later replaced with timber pile trestle spans. The approaches of the bridge were again reconstructed in approximately 1980, when two 45-foot steel stringer spans were installed on the west end of the bridge, and one 30-foot span installed on the east end. The quadrangular lattice design was the favorite truss design of the C&NW. While a few other railroads, such as Union Pacific, Rock Island and Erie all used the design at various times, no railroad relied on the design as much as the C&NW. Between 1878 and 1930, most trusses constructed by the C&NW were of the quadrangular lattice design. This span is typical of a turn of the Century design, as evidenced by the heavy members and A-frame portal. Later repairs were also made to the truss, including replacing a large number of rivets with high strength bolts. At the time of documentation, the bridge appeared to be in fair to good condition, with no significant deterioration noted. The bridge was replaced by a new bridge on a new alignment upstream in 2022. Union Pacific has spent significant capital upgrading this route, and this bridge was one of the last major chokepoints. The author has ranked this bridge as being moderately significant, due to the truss design.


Citations

Build Date Chicago & North Western Valuation Notes at the Chicago & North Western Historical Society Archives
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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