Name | CPKC Garvin Brook Bridge #9 Chicago & North Western Railway Bridge #M-24 |
Built By | Chicago & North Western Railway |
Currently Owned By | Canadian Pacific Kansas City Limited |
Superstructure Contractor | Unknown (Main Span) American Bridge Company (Lassig Branch of Chicago) (Approaches) |
Substructure Contractor | Widell Company of Mankato, Minnesota |
Length | 131 Feet Total, 84 Foot Main Span |
Width | 1 Track |
Height Above Ground | 10 Feet (Estimated) |
Superstructure Design | Through Plate Girder and Steel Stringer |
Substructure Design | Stone Masonry |
Date Built | 1909 (Approaches) 1919 (Main Span) |
Traffic Count | 5 Trains/Day (Estimated) |
Current Status | In Use |
Chicago & North Western Railway Bridge Number | M-24 |
Significance | Local Significance |
Documentation Date | 8/12/2015 |
Located near Stockton, this through plate girder bridge is the ninth crossing of Garvin Brook along the former Chicago & North Western Railway. The first bridge at this location was likely a timber pile trestle, constructed when the line was constructed. In 1884, the original bridge would be replaced by an 84-foot riveted double intersection Warren pony truss, set onto timber piers and approached by timber pile trestle spans. The bridge was upgraded in 1909, when stone piers and abutments were constructed for the pony truss span, and the approach spans replaced by steel stringer spans. By 1919, the bridge had become too light for traffic and would be replaced by the current structure. It is unknown if the pony truss span was reused elsewhere, as the C&NW commonly reused iron and steel bridge spans. Currently, the bridge consists of an 84-foot through plate girder span, approached by a 24-foot steel stringer span on either end. The girder uses a standard C&NW design, with a traditionally composed floor, large girders and rounded and tapered ends. The stringer spans use six beams, arranged in two sets of three. An unknown contractor fabricated the through girder span, and the American Bridge Company fabricated the approach spans. The stonework was constructed by the Widell Company, using stone quarried at Mankato, Minnesota. During 1909, the Widell Company had an "indefinite" contract for supplying stone and constructing bridges and culverts along the Dakota Division of the C&NW. Through girder spans were popular with railroads, as they were durable and easy to construct. Overall, the bridge appears to be in fair to good condition, with no significant deterioration noted. The author has ranked the bridge as being locally significant, due to the common design.
Citations
Build dates | Chicago & North Western Valuation Notes at the Chicago & North Western Historical Society Archives |
Builder (approach spans) | American Bridge Company plaque |
Builder (substructure) | The Mankato Free Press; May 7, 1909 |
Railroad History Citation | ICC Valuation Information, Compiled by Richard S. Steele |