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Niagara Cantilever Bridge

Coordinates:43°06′29″N79°03′31″W / 43.108135°N 79.058604°W /43.108135; -79.058604
From Wikipedia, the free encyclopedia
Not to be confused with its replacement, the steel archMichigan Central Railway Bridge.

Bridge in New York, and Niagara Falls
Niagara Cantilever Bridge
1895 guidebook engraving
Coordinates43°06′29″N79°03′31″W / 43.108135°N 79.058604°W /43.108135; -79.058604
CarriesMichigan Central Railway/Canada Southern Railway and successors
CrossesNiagara Gorge
LocaleNiagara Falls,New York, andNiagara Falls,
Official nameMichigan Central Railway Cantilever Bridge
Maintained byMichigan Central Railway
Characteristics
DesignCantilever bridge
Total length906 ft (276 m)
WidthDoublestandard gauge (4 ft 8.5 in) track
Clearance aboveDeck cantilever truss, unlimited clearance
Clearance belowappx 200 ft (60 m) above river
History
Opened1883
Closed1925
Location
Map

TheNiagara Cantilever Bridge orMichigan Central Railway Cantilever Bridge was acantilever bridge across theNiagara Gorge. An internationalrailway-only bridge betweenCanada and theUnited States, it connectedNiagara Falls,New York, andNiagara Falls,Ontario. It was replaced by theMichigan Central Railway Steel Arch Bridge in 1925.

History

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Michigan Central Railway commissioned the Niagara Cantilever Bridge as a more cost effective alternative to leasing from theLower Arch Bridge.[1]Charles Conrad Schneider, the architect, chose a cantilever design due to the geography of theNiagara Gorge.[2] Construction began in 1883.Boston cement was used for the foundation.[1] The bridge was completed within months as a deadline was imposed by the railway: the steel sections gained approximately 3.8 meters each day and the central section was built in a total of five days.[3] When the bridge was finished, a crowd watched the final tests conducted by engineers and this was reported on byThe New York Times.[4] The bridge could handle two trains crossing simultaneously.[5] The Niagara Cantilever Bridge became less useful as locomotives became heavier. Another steel arch was added in 1923 as an intermediate measure, with plans to replace the bridge entirely. When deconstructing the bridge, significant damage to the girders were noted, and the materials were scrapped.[4]

See also

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References

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  1. ^abLewis 2008, p. 47.
  2. ^Lewis 2008, p. 46.
  3. ^Lewis 2008, p. 48.
  4. ^abLewis 2008, p. 50.
  5. ^Lewis 2008, p. 49.

Sources

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External links

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