General Information
| Other name(s): | Kai Tak Airport Taxiway Bridge |
|---|---|
| Beginning of works: | 1992 |
| Completion: | 1993 |
| Status: | in use |
Project Type
| Structure: |
T-section girder bridge |
|---|---|
| Construction method: |
Precast girders with cast-in-situ slab |
| Material: |
Prestressed concrete bridge |
| Support conditions: |
for registered users |
| Plan view: |
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| Function / usage: |
original use: Taxiway bridge current use: Road bridge |
Location
| Location: |
Kowloon City, Hong Kong, China |
|---|---|
| Coordinates: | 22° 18' 56.37" N 114° 12' 23.81" E |
Technical Information
Dimensions
| main span | 36 m | |
| total length | 220 m | |
| number of spans | 7 | |
| bearings | number | 207 |
| deck | deck depth | 1.600 m |
| deck slab thickness | 0.220 m | |
| girder depth | 1.380 m |
Design Loads
| live load | 2 x Boeing 747-400F | |
| live load | B 747-400 |
Materials
| deck |
precast prestressed concrete
|
|---|---|
| deck slab |
reinforced concrete
|
| abutments |
reinforced concrete
|
| girders |
precast prestressed concrete
|
Participants
Relevant Web Sites
Relevant Publications
- (1993): VSL Group Efion a Major Force in new Taxiway Bridge for Hong Kong. In: VSL News, v. 4, n. 2 ( 1993), pp. 8.
- About this
data sheet - Structure-ID
20004091 - Published on:
03/07/2002 - Last updated on:
04/08/2021
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