Name | BNSF Sunrise Road Bridge Chicago, Burlington and Quincy Railroad Bridge #16.04 |
Built By | Chicago, Burlington & Quincy Railroad |
Currently Owned By | BNSF Railway |
Superstructure Contractor | American Bridge Company of New York |
Length | 208 Feet |
Width | 2 Tracks |
Height Above Ground | 30 Feet (Estimated) |
Superstructure Design | Deck Plate Girder Concrete Modular Girder |
Substructure Design | Concrete Concrete Pile Steel Pile |
Date Built | 1917 2016 |
Traffic Count | 50 Trains/Day (Estimated) |
Current Status | In Use |
Chicago, Burlington and Quincy Railroad Bridge #16.04 | |
BNSF Railway Bridge #16.04 | |
Significance | Local |
Documentation Date | 10/26/2019 |
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 west of the small town of Pleasant Dale, this deck girder bridge crosses Sunrise Road. The first bridge at this location was likely a timber trestle. In 1918, the bridge would be reconstructed with a single track bridge, utilizing a 80-foot deck plate girder span, set onto concrete piers, and approached by four concrete slab spans on the west end and three concrete slab spans on the east end. The substructures the approaches would be constructed concrete piles, and the main piers were constructed wide enough for two tracks. In 2016, a second track was added to the north side of the existing bridge to help improve operations in the area. Two deck plate girder spans would be constructed, with concrete modular girder approach spans. The new track would be set onto steel pile substructures. Both designs of bridge were/are commonly used by railroads throughout the United States, as they are durable and easy to construct. It is believed that three of the west approach spans and three of the east approach spans were replaced by concrete modular girder spans in 2016. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The bridges currently carry nearly 50 trains per day. The author has raked this bridge as being locally significant, due to the common design.
Citations
Build Date | Date Stamp |
Builder | Missing American Bridge Company plaque |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |