Name | BNSF 84th Street Bridge Chicago, Burlington and Quincy Railroad Bridge #7.59 |
Built By | Chicago, Burlington & Quincy Railroad |
Currently Owned By | BNSF Railway |
Superstructure Contractor (South Track) | Wisconsin Bridge & Iron Company of North Milwaukee, Wisconsin |
Length | 278 Feet Total, 80 Foot Main Span |
Width | 2 Tracks |
Height Above Ground | 30 Feet (Estimated) |
Superstructure Design | Deck Plate Girder, Concrete Slab and Concrete Modular Girder |
Substructure Design | Concrete, Concrete Pile and Steel Pile |
Date Built | 1921 (South Track) c. 1980 (North Track) |
Traffic Count | 50 Trains/Day (Estimated) |
Current Status | In Use |
Chicago, Burlington & Quincy Railroad Bridge Number | 7.59 |
BNSF Railway Bridge Number | 7.59 |
Significance | Local Significance |
Documentation Date | 10/30/2021 |
In 1880, the Lincoln and North Western Railroad Company (L&NW) completed 79 miles of new railroad, extending from Lincoln, Nebraska to Columbus, Nebraska via Milford and Seward, Nebraska. The same year, the BMRN would be controlled by stock by the same interests
that controlled the Chicago, Burlington & Quincy Railroad
(CB&Q). The CB&Q and associated ownership came in control or
constructed a large number of lines throughout Iowa and Nebraska, and
this route would come to serve as a secondary mainline. The
BMRN was formally sold to the CB&Q in 1908. The CB&Q continued to operate this line as a secondary mainline.
CB&Q merged with Northern Pacific Railway and Great Northern Railway
to form Burlington Northern Railroad (BN). The segment between Bellwood and Columbus was abandoned in 1984, before service was returned in the 1990s. BN merged with Atchison,
Topeka & Santa Fe Railway in 1996 to form BNSF Railway. BNSF continues to operate the Seward to Columbus segment as the Bellwood Subdivision, and the Lincoln to Seward segment as a portion of the Ravenna Subdivision.
Located near the small town of Emerald, this deck girder bridge crosses 84th Street and Middle Creek south of Interstate 80. The first bridge at this location was likely a timber trestle. In 1921, the bridge would be reconstructed with a single track bridge, utilizing a 80-foot, a 60-foot and a 50-foot deck plate girder span, approached by one concrete slab span on the east and four on the west. The substructures of the bridge would be made of concrete and concrete piles, with the main piers being wide enough for two tracks. In approximately 1980, modern but similar spans would be added to the north side of the bridge, utilizing the second track space on the concrete piers. At a later time, the west approach was reconstructed with concrete modular girder spans, set onto steel pile substructures. This design of bridge was commonly used by railroads throughout the United States, as it was durable and easy to construct. An additional date stamp on the bridge dates one of the piers to 1918. It is possible work began on the bridge well before it was constructed. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. There was some cracking noted through the east approach and the piers. The author has raked this bridge as being locally significant, due to the common design.
Citations
Builder and build date | Plaque |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |