General Information
Project Type
| Structure: |
Box girder bridge |
|---|---|
| Function / usage: |
Road bridge |
| Material: |
Prestressed concrete bridge Structurae Plus/Pro - Subscribe Now! |
| Construction method: |
Precast segmental construction using launching gantry |
Location
| Location: |
Kowloon City, Hong Kong, China |
|---|---|
| Coordinates: | 22° 20' 37.39" N 114° 8' 40.20" E |
| Coordinates: | 22° 19' 55.34" N 114° 8' 38.21" E |
| Coordinates: | 22° 19' 54.28" N 114° 8' 41.10" E |
Technical Information
Dimensions
| total length | 1 397 m | |
| span lengths | 45 - 80 m | |
| number of spans | 69 | |
| deck | deck depth | 3.5 m |
| deck width | 15 - 21 m | |
| piers | height | max. 47 m |
Quantities
| concrete volume | 125 000 m³ | |
| reinforcing steel | 35 000 t |
Materials
| superstructure |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Participants
Owner
Design
Structural engineering
Contractor
Precastor
Prestressing
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2008): Construcción del viaducto de Lai Chi Kok Hong Kong. Presented at: IV Congreso de la Asociación Científico-Tecnica del Hormigón Estructural - Congreso Internacional de Estructuras, Valencia, 24-27.11.2008.
- Final lift. In: Bridge Design & Engineering, v. 12, n. 45 (4th Quarter 2006), pp. 12-13.
- (2005): Mass movement. Modern equipment for segmental construction is flexible and offers many different options for bridge erection. In: Bridge Design & Engineering, v. 11, n. 40 (3rd Quarter 2005), pp. 46-49.
- About this
data sheet - Structure-ID
20010506 - Published on:
18/10/2003 - Last updated on:
05/02/2016
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