BNSF O Street Bridge


Click the photo to view the full-size version

1/25
Date Taken:
Author:
Caption:

Name BNSF O Street Bridge
Chicago, Burlington and Quincy Railroad Bridge #6.04
Built By Chicago, Burlington & Quincy Railroad
Currently Owned By BNSF Railway
Superstructure Contractor American Bridge Company of New York (South Track)
Length 158 Feet Total, 86 Foot Main Span
Width 2 Tracks
Height Above Ground 13 Feet 10 Inches
Superstructure Design Through Plate Girder and Timber Pile Trestle
Substructure Design Concrete Pile and Timber Pile
Date Built 1930, Widened c. 1995
Traffic Count 50 Trains/Day (Estimated)
Current Status In Use
Chicago, Burlington & Quincy Railroad Bridge Number 6.04
BNSF Railway Bridge Number 6.04
Significance Local Significance
Documentation Date 10/26/2019; 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 east of Emerald, this through girder bridge crosses US Highway 6 (O Street). Originally built in 1930, the bridge was initially constructed for a single track. The bridge originally utilized a single 86-foot through plate girder span, set onto concrete piers and approached by wooden trestle. In approximately 1995, a second track was added to the north side of the bridge, utilizing a similar design. Instead of wooden trestle, the new track utilized concrete modular girder spans. The bridge runs at a skew, and the original 1930 through girder utilizes a standard CB&Q through girder design, with deep tapers on the edges and a ballasted deck constructed of numerous parallel floorbeams. Faded heralds from the CB&Q days can be seen on the south face of the bridge. This design of bridge was commonly used by railroads throughout the United States, as it was durable and easy to construct. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The bridge now serves heavy mainline traffic, with a reported 50 trains per day using the bridges. The author has ranked 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

Loading...