Name | BNSF Rock Creek Bridge (Erie) Chicago, Burlington and Quincy Railroad Bridge #21.89 |
Built By | Chicago, Burlington & Quincy Railroad |
Currently Owned By | BNSF Railway |
Superstructure Contractor | King Bridge Company of Cleveland, Ohio |
Length | 166 Feet Total, 86 Foot Main Span |
Width | 1 Track |
Height Above Ground | 10 Feet (Estimated) |
Superstructure Design | Through Plate Girder |
Substructure Design | Concrete |
Date Built | 1904 |
Traffic Count | 20 Trains/Day (Estimated) |
Current Status | In Use |
Chicago, Burlington & Quincy Railroad Bridge Number | 21.89 |
BNSF Railway Bridge Number | 65.32 |
Significance | Local Significance |
Documentation Date | 4/13/2024 |
In 1868, the Rockford, Rock Island & St. Louis Railroad Company (RRI&StL) began construction on 40 miles of new railroad, extending from Agnew, immediately west of Sterling, Illinois; to East Moline, Illinois. The new railroad line would be completed in 1870. The railroad was consolidated into the St. Louis, Rock Island
& Chicago Railway (StLRI&C) in 1876. The StLRI&C was operated under lease of the Chicago,
Burlington & Quincy Railroad (CB&Q). The CB&Q was beginning
to construct an extensive network of railroad lines, extending
westwards from Chicago. The StLRI&C was merged into the CB&Q in
1899. This line was one of a number of secondary lines constructed in western Illinois during the 1870s. The line mainly served to connect industries at Sterling with the larger hub of the Quad Cities. In 1970, the CB&Q was merged with the Northern Pacific
Railway and the Great Northern Railway to form Burlington Northern
Railroad (BN). The segment between Sterling and Lyndon would be abandoned in 1985. In 1996, BN merged with Atchison, Topeka & Santa Fe
Railway
to form BNSF Railway. The remaining portion of this line is operated as the middle portion of the Barstow Subdivision.
Located along Moline Road east of Erie, this through plate girder bridge carries the former Chicago, Burlington & Quincy Railroad over Rock Creek. The previous bridge at this location was likely a timber pile trestle. In 1904, the bridge would be reconstructed with the current steel and concrete bridge. The bridge consists of an 86-foot through plate girder span, flanked by a 40-foot through plate girder span on either side. The entire bridge rests on concrete substructures, which had been constructed in 1903 in preparation for this bridge. King Bridge Company fabricated the superstructure, and it is believed that railroad company forces constructed the substructures. The girder spans use a standard CB&Q design, with a traditionally composed floor and square ends. This type of bridge was commonly used by railroads, as it was durable and easy to construct. Since the initial construction, it appears there have been few, if any, changes to the bridge. Overall, the bridge appears to be in fair condition, with no significant deterioration noted. The author has ranked this bridge as being locally significant, due to the common design.
Citations
Builder and build date | King Bridge Company plaque |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |