Name | Chicago & North Western Railway Culvert #328 |
Built By | Chicago & North Western Railway |
Currently Owned By | Private Owner |
Superstructure Contractor | Unknown |
Length | 9 Feet Total |
Width | 1 Track |
Height Above Ground | 10 Feet (Estimated) |
Superstructure Design | Stone Arch Culvert |
Substructure Design | Stone Masonry |
Date Built | 1886 |
Traffic Count | 0 Trains/Day (Bridge is Abandoned) |
Current Status | Abandoned and Deteriorating |
Chicago & North Western Railway Bridge Number | 328 |
Significance | Local Significance |
Documentation Date | 11/5/2016 |
Located near the former station of Burdette, this small stone arch culvert carries an abandoned leg of a Chicago & North Western Railway wye above a small ravine. Built in 1886 to replace a timber trestle, this bridge features a single 9-foot stone arch culvert, set onto stone substructures. The culvert uses a standard semicircular design. The north face is relatively low to the ground, while the south face is significantly taller. The north face also utilizes no wing walls, while the south face uses wing walls. The southwest wing wall of the bridge is rather long, approximately 50 feet in length, and extends at an 80-degree angle from the bridge. The southeast wing wall extends at a more traditional 30-degree angle. The floor inside the arch is paved with cobblestones. It is currently unknown what contractor constructed this culvert. Stone arch culverts like this were often constructed to replace trestles, due to the durability. Overall, this bridge appeared to be in poor condition at the time of documentation, with a collapse possible in the coming years. Several sections of the walls inside the arch have failed, and the arch line is beginning to fail as well. The author has ranked this bridge as being locally significant, due to the common design.
Citations
Build date | Chicago & North Western Valuation Notes at the Chicago & North Western Historical Society Archives |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |