General Information
Project Type
Structure: |
Cable-stayed bridge with semi-fan system |
---|---|
Function / usage: |
Road bridge |
Material: |
Prestressed concrete bridge |
Construction method: |
Precast segmental construction |
Structure: |
Three-span cable-stayed bridge |
Material: |
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Secondary structure(s): |
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Material: |
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Secondary structure(s): |
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Location
Location: |
Riyadh, Saudi Arabia |
---|---|
Coordinates: | 24° 36' 58.26" N 46° 34' 57.19" E |
Technical Information
Dimensions
width | 35.8 m | |
total length | 763 m | |
span lengths | 179 m - 405 m - 179 m | |
number of spans | 3 | |
pylons | pylon height | 167.5 m / 175.5 m |
Materials
deck |
precast prestressed concrete
|
---|---|
piers |
reinforced concrete
|
pylons |
reinforced concrete
|
abutments |
reinforced concrete
|
Chronology
November 1998 | Last stay is installed |
---|---|
April 1999 | Fine tuning of stays is completed. |
April 1999
— June 1999 |
Stays are grouted. |
Participants
Design
-
Dar Al-Handasah Consultants
- Seshadri Srinivasan (designer)
Structural engineering
Co-contractor
Stay cables
Relevant Web Sites
Relevant Publications
- Bridging the World. Bridge Ink, Wilsonville (USA). (2003):
- Schrägseilbrücke aus Fertigteilen in Saudi-Arabien mit einer Hauptspannweite von 405 m. In: Bautechnik, v. 76, n. 3 (March 1999), pp. 257-258. (1999):
- Wadi Leban Bridge. In: VSL News, v. 9, n. 1 ( 1998), pp. 10. (1998):
- Wadi Leban cable-stayed bridge. In: VSL News, v. 10, n. 1 ( 1999), pp. 4-5. (1999):
- Wadi-Leban-Schrägseilbrücke: moderne Anwendung der Segmentbauweise. In: Schweizer Ingenieur und Architekt, v. 117, n. 29-30 (27 July 1999). (1999):
- About this
data sheet - Structure-ID
20004165 - Published on:
05/07/2002 - Last updated on:
27/06/2018