Name | Big Cut Road Overpass Chicago, Burlington and Quincy Railroad Bridge #137.91 |
Built By | Chicago, Burlington & Quincy Railroad |
Currently Owned By | BNSF Railway |
Superstructure Contractor | Unknown |
Length | 194 Feet Total, 73 Foot Main Span |
Width | 13 Feet |
Height Above Ground | 25 Feet (Estimated) |
Superstructure Design | Pratt Pony Truss and Timber Pile Trestle |
Substructure Design | Timber Pile |
Date Built | 1872, Truss Relocated Here 1906; Approaches Reconstructed 1950 |
Original Location | Unknown |
Traffic Count | 0 Vehicles/Day (Bridge is Closed) |
Current Status | Closed to all Traffic, To Be Replaced 2025 |
Chicago, Burlington & Quincy Railroad Bridge Number | 137.91 |
Significance | High Significance |
Documentation Date | 4/20/2019 |
In 1868, the Ogle and Carroll County Railroad (O&CC) began construction on 16 miles of new railroad, extending from Rochelle to Oregon, Illinois. In early 1869, the Chicago and Iowa Railroad Company (C&I) began construction on a 45-mile section of new railroad to connect Aurora, Illinois with the line at Rochelle. The O&CC merged into the C&I in 1871. The Aurora to Rochelle segment would be completed in 1871, and the portion to Oregon completed in 1873. At Aurora, the railroad connected to the Chicago, Burlington & Quincy Railroad mainline. The CB&Q had begun to construct and acquire a large network of railroads through the Midwest. Because the CB&Q was affiliated with the railroads owned by James J. Hill in Minnesota, a connection between the two systems was desired. Between 1883 and 1886, the Chicago, Burlington & Northern Railroad (CB&N) constructed 330 miles of new railroad, extending from Oregon, Illinois to Savanna, Illinois; then north along the Mississippi River through La Crosse, Wisconsin; to St. Paul, Minnesota. The CB&N and C&I would both be sold to the CB&Q in 1899. By the early 20th Century, traffic had significantly increased on the northern portion of the line. Double tracking projects were begun in 1910, with the entirety of the Savanna to La Crosse line double tracked by 1916. North of La Crosse, short sections were double tracked in the 1910s, but the majority was constructed between 1927 and 1929. This route served as a principal mainline for the CB&Q, providing a connection to the transcontinental lines of the Northern Pacific Railway and Great Northern Railway. In 1970, the CB&Q was merged with the Northern Pacific
Railway and the Great Northern Railway to form Burlington Northern
Railroad (BN). In 1996, BN merged with Atchison, Topeka & Santa Fe
Railway
to form BNSF Railway. BNSF currently operates the Aurora Subdivision between Aurora and La Crosse, and the St. Croix Subdivision between La Crosse and St. Paul. The line continues to serve as a critical mainline for BNSF, and makes up a portion of the northern BNSF transcontinental route.
Located southwest of Mt. Carroll, this historic pony truss bridge carries Big Cut Road over the BNSF mainline. During the early 20th Century, railroads throughout the United States made improvements to their property. Often, as part of double tracking or relocation projects, railroads constructed overpasses and underpasses to improve safety of pedestrians, wagons and later automobiles. Railroads often reused iron and steel bridge spans for these structures, as they provided a cost effective and sufficiently strong structure. In 1906, the CB&Q constructed a new overpass for Big Cut Road across their tracks near the station of Burke, where a siding was constructed that year. The overpass would reuse a 73-foot, 5-panel, pin-connected Pratt pony truss span, originally fabricated in 1872 for an unknown bridge. Upon relocation, the original floor of the truss was heavily altered with timber stringers, and the bridge strengthened. The truss span would be set onto timber pile piers, and approached by timber pile trestle spans. The approaches were replaced on 1950, giving the bridge its current configuration.
Pony truss spans like this were commonly used by railroads to cross moderate sized obstacles, as it was durable, easy to construct and provided a simple design. This particular design is one of several different designs used by the CB&Q during the 19th Century. The truss span utilizes laced vertical members, laced endposts and a laced top chord. The bottom chord is constructed of solid bars, while the diagonals are constructed of rods and turnbuckles. The upper angle connections are reinforced with riveted plates. The floor appears to have been heavily reconstructed, with timber stringers replacing the original stringers. The floorbeams retain empty brackets from the two stringers, and the original bottom lateral bracing remains intact. The truss span is likely fabricated from iron, and was most likely originally located along a mainline.
The truss span is among the oldest truss spans in the state of Illinois, and retains a high level of historic integrity despite alterations which exceed 100 years old. While hundreds of railroad spans were reused for roadways throughout the United States, most were replaced by the late 20th Century. Relatively few such examples remain, and even fewer exceptionally old spans remain. The bridge was closed to traffic in the mid 2010s, and has sat abandoned since. A contract for the demolition of this structure and a replacement bridge will be awarded in 2025. The author hopes that the truss span can be preserved, either as a pedestrian span, a driveway span or another use. The loss of this span would result in the loss of one of the oldest truss spans in Illinois, and one of few remaining railroad spans from the 1870s nationwide. With replacement of the stringers and deck, and repair of the floorbeams, the bridge could feasibly be reused to serve light traffic, either on a pedestrian trail, in a park or on a golf course. Overall, the bridge, particularly the timber approaches, appears to be in poor condition. Significant rotting, holes and deterioration can be seen throughout the timber. The iron truss and timber truss stringers appear to remain in fair condition, with some deterioration noted in the floorbeams. The author has ranked this bridge as being highly significant, due to the age and design of the truss span.
Citations
Build dates | CB&Q - Allen Moore collection - BRHS Archives |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |