South St. Paul Swing Bridge


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Name South St. Paul Swing Bridge
St. Paul Bridge and Terminal Bridge
Built By St. Paul Bridge and Terminal Railway
Currently Owned By Union Pacific Railroad
Superstructure Contractor Unknown (Swing Span)
Wisconsin Bridge & Iron Company of North Milwaukee, Wisconsin (North Truss)
American Bridge Company of New York (Girder Spans)
Substructure Contractor Unknown
Length 1277 Feet Total, 399 Foot Main Span
Width 1 Track
Height Above Ground 20 Feet (Estimated)
Superstructure Design Polygonal Warren Through Truss, Pratt Through Truss and Deck Plate Girder
Substructure Design Concrete and Steel Pile
Date Built 1910, Approaches Added 1924; Swing Span Rebuilt 1956
Traffic Count 20 Trains/Day (Estimated)
Current Status Open to Traffic
Union Pacific Railroad Bridge Number 349.76
Significance Regional Significance
Documentation Date 12/17/2011; 12/27/2017


Located on the south side of St. Paul, this through truss swing bridge crosses the Mississippi River at Kaposia Landing Park. The bridge was originally constructed by Wisconsin Bridge & Iron Company in 1910, and consisted of a 399-foot pin connected swing span, and a 197-foot 7-panel pin connected Pratt through Truss. In 1924, eight 80-foot deck plate girder spans were added to the north side of the bridge, and one 41-foot deck plate girder span was added to the south side of the bridge. These spans were fabricated by American Bridge Company. The north side of the bridge also utilizes a slight curve. The entire bridge is set onto concrete substructures. The approach truss utilizes a large lattice portal, occasionally seen on Wisconsin Bridge & Iron Company spans. The bridge was constructed to provide a connection between the terminals on the east bank of the Mississippi River and the stockyards at South St. Paul.

In 1954, the bridge became undermined by flooding, and removal of the original swing span was required. In response, a riveted polygonal Warren through truss span was constructed on a new pier, and the work was completed in 1956. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. Pier #3 was struck by a barge in 2017, and was replaced by a steel pile structure. The author has ranked this bridge as regionally significant, due to the truss design.


Citations

Builder and build date (1910 spans) Engineering Record, Building Record and Sanitary Engineer, Volume 58, Number 16
Builder and build date (1924 spans) Railway Age; Volume 75, Issue 19
Build date (1956 span) Chicago Great Western AFE at the Chicago & North Western Historical Society Archives
Railroad History Citation ICC Valuation Information, Compiled by Richard S. Steele

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