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Tampico Bridge | |
---|---|
Coordinates | 22°13′42″N97°50′13″W / 22.22833°N 97.83694°W |
Carries | Mexican Federal Highway 180 |
Crosses | Pánuco River |
Locale | Tampico, Tamaulipas & Pueblo Viejo Municipality, Veracruz, Mexico |
Official name | Puente Tampico |
Maintained by | Caminos y Puentes Federales |
Characteristics | |
Design | Cable-stayed bridge |
Total length | 1,543 m (5062 ft) |
Width | 18 m (59 ft) |
Height | 55 m (180 ft) |
Longest span | 360 m (1181 ft) |
History | |
Opened | October 17, 1988 |
Statistics | |
Toll | 32 pesos [1] |
Location | |
The Tampico Bridge (Spanish : Puente Tampico) is a vehicular cable-stayed bridge connecting the Mexican states of Tamaulipas and Veracruz in eastern Mexico.
The bridge crosses the Pánuco River near the coast of the Gulf of Mexico.
It connects the city of Tampico in Tamaulipas and Pueblo Viejo Municipality in Veracruz.
The bridge has been in service since 1988 and was designed by Professor Modesto Armijo from COMEC, a Mexican engineering company. It was designed to withstand the severe Atlantic hurricanes from the Gulf of Mexico.
The bridge uses an orthotropic steel deck girder for a central section of the 360 metres (1,180 ft) long main span, while the rest of the main span and the short lateral spans are a prestressed concrete girder. Both steel and concrete deck girders have the same external shape. This original design principle was later used for the 756-metre (2,480 ft) main span of the Pont de Normandie, a cable-stayed bridge in Normandy, France.
The dynamic analysis of the bridge under turbulent cyclonic winds, as well as the revision of the structural project, and the geometry plus stress control of the bridge during erection, were achieved by Alain Chauvin from Sogelerg, using the French "Scanner" computer program.
The bridge is tolled by Caminos y Puentes Federales, which charges cars 38 pesos to use it, as of July 2024. [1]
A suspension bridge is a type of bridge in which the deck is hung below suspension cables on vertical suspenders. The first modern examples of this type of bridge were built in the early 1800s. Simple suspension bridges, which lack vertical suspenders, have a long history in many mountainous parts of the world.
A cable-stayed bridge has one or more towers, from which cables support the bridge deck. A distinctive feature are the cables or stays, which run directly from the tower to the deck, normally forming a fan-like pattern or a series of parallel lines. This is in contrast to the modern suspension bridge, where the cables supporting the deck are suspended vertically from the main cable, anchored at both ends of the bridge and running between the towers. The cable-stayed bridge is optimal for spans longer than cantilever bridges and shorter than suspension bridges. This is the range within which cantilever bridges would rapidly grow heavier, and suspension bridge cabling would be more costly.
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An extradosed bridge employs a structure that combines the main elements of both a prestressed box girder bridge and a cable-stayed bridge. The name comes from the word extrados, the exterior or upper curve of an arch, and refers to how the "stay cables" on an extradosed bridge are not considered as such in the design, but are instead treated as external prestressing tendons deviating upward from the deck. In this concept, they remain part of the main bridge superstructure.
The Bandra–Worli Sea Link is a 5.6 km long, 8-lane wide cable-stayed bridge that links Bandra in the Western Suburbs of Mumbai with Worli in South Mumbai. It is the second longest sea bridge after Mumbai Trans Harbour Link, as well as the 5th longest bridge in India after Mumbai Trans Harbour Link, Bhupen Hazarika Setu, Dibang River Bridge and Mahatma Gandhi Setu. It contains pre-stressed concrete-steel viaducts on either side. It was planned as a part of the proposed Western Freeway that would link the Western Suburbs to Nariman Point in Mumbai's main business district, but is now planned to become part of the Coastal Road to Kandivali.
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