General Information
| Named after: | |
|---|---|
| Other name(s): | Puente de la Barra de Maldonado |
| Beginning of works: | 1963 |
| Completion: | 1965 |
| Status: | in use |
Project Type
| Structure: |
Stressed ribbon bridge |
|---|---|
| Function / usage: |
Road bridge |
| Material: |
Prestressed concrete bridge Structurae Plus/Pro - Subscribe Now! |
| Support conditions: |
for registered users |
| Secondary structure(s): |
Structurae Plus/Pro - Subscribe Now! |
| Plan view: |
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| Deck levels: |
Structurae Plus/Pro - Subscribe Now! |
Location
| Location: |
La Barra, Maldonado, Uruguay Punta del Este, Maldonado, Uruguay |
|---|---|
| Crosses: |
|
| Next to: |
Puente Leonel Viera (1999)
|
| Coordinates: | 34° 54' 39.91" S 54° 52' 22.22" W |
Technical Information
Dimensions
| main span | 90 m | |
| width | 10 m | |
| total length | 150 m | |
| span lengths | 30 m - 90 m - 30 m | |
| number of spans | 3 | |
| abutments | number | 2 |
| piers | number | 2 |
Materials
| deck |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Excerpt from Wikipedia
The Lionel Viera Bridge, also known as the Puente de la Barra and Maldonado Bridge, is a stressed ribbon bridge linking the cities of Punta del Este and La Barra across the Maldonado Creek [es] in southern Uruguay. The bridge is a landmark of both the local beach communities and of Uruguay.
History
A man by the last name Martínez, the first owner of the La Barra hotel, La Posta del Cangrejo, convinced the then Uruguayan president Eduardo Víctor Haedo to build a bridge linking that town with Punta del Este. Historically, there has been two bridges built at the same crossing of the Maldonado River which each failed due to natural disasters.
The bridge was designed by builder Leonel Viera [es] (1913–1975), who had no previous experience in architecture or civil engineering. Viera pioneered the construction sequence now typical for concrete segment bridges of this type. After placement of the principal cables, precast concrete tiles were placed to form the initial structure. The cables were then prestressed by loading sandbags upon the tiles, followed by final concretization of the gaps between tiles. Removal of the sandbags then compressively stressed the concrete structure, enhancing its stiffness and durability under load. The overall structure of the bridge would have a main span of 90 m (295 ft) with two shorter 30 m (98 ft) spans linking the main span to the shore. The ingenious design and later construction of the bridge propelled Viera to national fame.
In 1998, a contract was awarded to engineer Alberto Ponce Delgado to twin the bridge 20 meters (65 ft) upstream of the original span. A study commissioned in 1999 found that the original span was in need of repairs, which were later completed in 2005.
Text imported from Wikipedia article "Leonel Viera Bridge" and modified on January 4, 2025 according to the CC-BY-SA 4.0 International license.
Participants
- Leonel Viera (engineer)
Relevant Web Sites
Relevant Publications
- (1999): Tierra sobre el agua. Visión histórica universal de los puentes. Colegio de Ingenieros de Caminos, Canales y Puertos, Madrid (Spain), pp. 7, 538.
- About this
data sheet - Structure-ID
20002210 - Published on:
09/11/2001 - Last updated on:
31/12/2024


