General Information
| Completion: | 1993 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Cable-stayed bridge with semi-fan system |
|---|---|
| Function / usage: |
Road bridge |
| Material: |
Steel-reinforced concrete composite bridge |
| Structure: |
Two-span cable-stayed bridge |
| Plan view: |
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| Secondary structure(s): |
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| Material: |
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| Secondary structure(s): |
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Location
Technical Information
Dimensions
| main span | 176 m | |
| span lengths | 90 m - 176 m - 32 m | |
| number of lanes | 2 x 2 | |
| abutments | number | 2 |
| deck | deck width | 20 m |
| deck slab thickness | 0.25 m | |
| distance between cross-beams | 4 m | |
| number of longitudinal girders | 2 | |
| pier | number | 1 |
| pylon | height | 278.99 m |
| number | 1 | |
| stay cables | cross-sectional area | 19.6 - 43.4 cm² |
| number | 56 |
Materials
| deck slab |
reinforced concrete
|
|---|---|
| main girders |
steel
|
Participants
Stay cables
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1994): The cable-stayed bridges of the Mexico-Acapulco highway (Mezcala bridge, El Canon bridge, El Zapote bridge, Quetzalapa bridge). Presented at: International Conference IABSE-FIP: Ponts suspendus et à haubans = Cable-stayed and suspension bridges, Deauville, France, 12-15 October 1994, pp. 351.
- (1994): The Canon and El Zapote bridges, Mexico. Control of geometry during construction. Presented at: International Conference IABSE-FIP: Ponts suspendus et à haubans = Cable-stayed and suspension bridges, Deauville, France, 12-15 October 1994, pp. 405.
- (2023): Lateral Seismic Fragility of a Cable-Stayed Bridge using Point Estimate Method. Presented at: IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023, pp. 92-100.
- About this
data sheet - Structure-ID
20003520 - Published on:
10/06/2002 - Last updated on:
20/04/2016
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