Omaha Bridge #15


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Name Omaha Bridge #15
Chicago, St. Paul, Minneapolis & Omaha Railway Bridge #15
Built By Chicago, St. Paul, Minneapolis & Omaha Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Milwaukee Bridge Company of Milwaukee, Wisconsin (Swing Span)
Chicago Bridge & Iron Works of Chicago, Illinois (Girders)
Substructure Contractor Unknown
Erection Contractor (Swing Span) Strobel Steel Construction Company of Chicago, Illinois Strobel Steel Construction Company of Chicago, Illinois
Design Engineer (Swing Span)
Design Engineer (Overall Bridge)
I.F. Stern of Chicago, Illinois H. Rettinghouse of Chicago, Illinois
Length 1061 Feet Total, 260 Foot Main Span
Width 1 Track
Height Above Ground 20 Feet (Estimated)
Superstructure Design Bobtail Warren Through Truss Swing Span and Deck Plate Girder
Substructure Design Concrete
Date Built 1915
Traffic Count 5 Trains/Day (Estimated)
Current Status Open to Traffic
Chicago, St. Paul, Minneapolis & Omaha Railway Bridge Number 15
Union Pacific Railroad Bridge Number 2.46
Significance High Significance
Documentation Date 4/4/2015

In 1865, the Minnesota Valley Railway Company began construction on a new railroad line between Mendota, Minnesota and St. James, Minnesota. The first 22 miles would be completed between Mendota and Merriam Junction in 1865, followed by 17 more miles to Belle Plaine in 1866, 16 additional miles to Le Sueur in 1867, 12 additional miles to Kasota in 1868, and 22 additional miles to Lake Crystal, Minnesota in 1869. Also in 1869, the Minnesota Valley would complete 5 additional miles from Mendota to St. Paul. In 1870, the Minnesota Valley would be purchased by the St. Paul and Sioux City Railroad (StP&SC). 22 additional miles to St. James would be completed in 1870. The StP&SC completed 58 more miles from St. James to Worthington, Minnesota in 1871; and 64 additional miles to Le Mars, Iowa were completed in 1872. At Le Mars, the route connected to an existing railroad, over which the StP&SC used trackage rights to reach Sioux City.
In 1881, the StP&SC would be sold to the Chicago, St. Paul, Minneapolis & Omaha Railway (CStPM&O), also known as the Omaha Road. The Omaha Road would come under control of the Chicago & North Western Railway (C&NW) the next year. This route became the main line of the Western District of the Omaha Road. The Omaha Road would formally be merged into the C&NW in 1959. The C&NW would be purchased by the Union Pacific in 1995, which still operates the St. Paul to St. James segment as the Mankato Subdivision. The line continues to carry steady traffic.

View an article detailing construction of this bridge.

Likely the most unique railroad bridge in Saint Paul, this bobtailed swing bridge features a massive concrete counterweight. Named for being the fifteenth bridge on the Chicago, St. Paul Minneapolis & Omaha Railway (Omaha Road) Western District, this bridge is the only bobtail swing span to cross the Mississippi River, and one of only a few such spans ever built. The bridge at this location was built jointly between the Omaha Road and the Chicago, Milwaukee & St. Paul Railway (Milwaukee Road). The site of the first railroad crossing of the Mississippi River in St. Paul, the original wooden swing bridge was completed in 1869, and replaced by 1877. In 1885, the 1877 swing bridge was replaced with an iron lattice through truss, built by Lassig Bridge & Iron Works. Lassig did further work in 1887, replacing the original west approach with a 150' Quadrangular Through Truss. Additional work was contracted by the Milwaukee Road the following year, when Keystone Bridge Company replaced the six 150-foot east approach with pin connected Pratt Through Trusses.

In 1915, that bridge was replaced with the current bridge, which was jointly designed by C.F. Loweth of the Milwaukee Road and H. Rettinghouse of the Omaha Road. The design chosen featured a large 260-foot riveted Warren through truss bobtail swing span, with a 175-foot channel span. The design was chosen due to the War Department demanding that a 160-foot channel be provided approximately 200 feet south of the previous swing span. The bridge would be approached by a 55 foot deck plate girder on the south end, and a 90-foot, 100-foot, six 80-foot and one 70-foot deck plate girder spans would approach the bridge on the north end. The entire bridge would be set onto new concrete substructures, and most of the original trestle would be filled with earth. It is unknown what happened to the old spans, but it is possible they were reused at other locations. The construction of the current bridge was a complicated affair, involving numerous contractors, two chief engineers and the requirement to keep traffic moving at all times. The link above details the construction process in a very excellent manner. As part of the construction, 48,000 cubic yards of earth were moved from the river bed, with LaCrosse Dredging Company of Minneapolis completing the work. The bridge was completed under J.D. Moen, with I.F. Stern the consulting engineer for the swing span and T.E. Van Meter as the assistant engineer. The design was selected jointly by chief engineers for the Omaha Road and Milwaukee Road, H. Rettinghouse and Charles Frederick Loweth.

Bobtail spans were rarely used by railroads, due to the additional engineering required to properly counterbalance the span. Several bobtail spans were constructed by the Milwaukee Road, particularly in Chicago and Milwaukee. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked this bridge as being highly significant, due to the unique design. Few alternations have been made to the structure since the original construction.


Citations

Builders and build date Railway Age, Volume 62 Issue 2
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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