Name | BNSF Platte River Bridge (La Platte) Chicago, Burlington and Quincy Railroad Bridge #0.95 |
Built By | Chicago, Burlington & Quincy Railroad |
Currently Owned By | BNSF Railway |
Superstructure Contractor | King Bridge Company of Cleveland, Ohio (Spans #1 and #2) Unknown (Span #3) American Bridge Company of New York (Spans #4-#15) Missouri Valley Bridge & Iron Company of Leavenworth, Kansas (Spans #15 and #16) |
Substructure Contractor | Unknown |
Length | 1436 Feet Total, 126 Foot Largest Spans |
Width | 1 Track |
Height Above Ground | 15 Feet (Estimated) |
Superstructure Design | Pratt Through Truss, Baltimore Through Truss, Through Plate Girder, Deck Plate Girder and Concrete Slab |
Substructure Design | Concrete |
Date Built | 1903 (Spans #1 and #2) 1910 (Span #3) 1924 (Spans #4-#16) 2019 (Span #4-#6 Replacement) |
Traffic Count | 10 Trains/Day (Estimated) |
Current Status | In Use |
Chicago, Burlington & Quincy Railroad Bridge Number | 0.95 |
BNSF Railway Bridge Number | 0.95 |
Significance | Regional Significance |
Documentation Date | 10/17/2015 |
In 1869, the Burlington and Missouri River Railroad in Nebraska (BMRN) would continue constructing westwards from Pacific Junction, reaching milepost 12. The following year, a 17 mile extension from Oreapolis, Nebraska north to Omaha would be made, and an additional 48 miles to Lincoln would be constructed from milepost 12. A permanent bridge across the Missouri River at Plattsmouth would be completed in 1880. Since 1880, the BMRN had been 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. This route would serve as a piece of the planned Chicago to Denver mainline, which reached Denver in 1883. In 1885, the Omaha and South Western Railway constructed 4 miles of new railroad from Omaha, to South Omaha. In 1886, the Omaha and North Platte Railroad (O&NP) completed an additional 30 miles of railroad, extending from Omaha to Ashland, where it met the main line. The 4 miles constructed in 1885 were sold to the O&NP in 1887, and the O&NP sold to the BMRN in 1887. The BMRN was formally sold to the CB&Q in 1908, and CB&Q continued to operate these routes as parallel mainline, and a second track was added from Lincoln to Waverly in 1910, and Waverly to Ashland in 1918. CB&Q merged with Northern Pacific Railway and Great Northern Railway
to form Burlington Northern Railroad (BN). BN merged with Atchison,
Topeka & Santa Fe Railway in 1996 to form BNSF Railway. BNSF continues to operate the Oreapolis-Omaha-Ashland line as the Omaha Subdivision, and the Pacific Junction to Lincoln segment as the Creston Subdivision.
Located between Plattsmouth and La Platte, this large truss and girder bridge carries the BNSF Railway across the Platte River, alongside the Union Pacific Bridge and US Highway 75. The first bridge here consisted of an iron through truss. In 1903, the bridge would be rebuilt with three 126-foot 6-panel pin connected Pratt through truss spans, fabricated by the King Bridge Company. The northernmost span would be replaced by a 126-foot riveted 6-panel Baltimore through truss span in 1910. The next major upgrade to the bridge occurred in 1924, when two 120-foot 6-panel riveted Pratt through truss spans were added to the north end of the bridge, and 11 60-foot deck plate girder spans and a 94-foot through plate girder span were constructed. At this time, concrete slab spans were added to east approach. The entire bridge would be set onto concrete substructures. It is believed the two truss spans were fabricated by the Missouri Valley Bridge & Iron Company, while the girders were fabricated by American Bridge Company. The 1903 trusses of this bridge utilize a standard CB&Q design.
Large crossings like this often used components constructed at different times, due to the expensive nature of these crossings. Flooding has also been a concern since this bridge was first completed, and was likely the cause of the 1910 span being constructed. Since the 1924 construction, a number of improvements have been made to the bridge. The southern set of truss spans was strengthened with new portal bracings in approximately 1990. In 2019, flooding destroyed the original spans #4, #5 and #6. These spans were replaced by steel stringer and modular concrete slab spans. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked the bridge as being regionally significant, due to the unique combination of spans.
Citations
Build Dates | Chicago, Burlington & Quincy Railroad Bridge Record at the Burlington Route Historical Society |
Builders | Missing plaques |
Builder (North Trusses) | Railway Age; Volume 74 |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |