General Information
Completion: | 2001 |
---|---|
Status: | in use |
Project Type
Structure: |
Extradosed bridge |
---|---|
Material: |
Prestressed concrete bridge |
Function / usage: |
Road bridge |
Material: |
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Secondary structure(s): |
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Location
Technical Information
Dimensions
main span | 100 m | |
total length | 368 m | |
main bridge | ||
---|---|---|
total length | 252 m | |
span lengths | 76 m - 100 m - 76 m | |
number of spans | 3 | |
deck | deck depth | 2.80 m |
stay anchor spacing | 3.5 m | |
total width | 15.30 m | |
pylons | pylon height (above deck) | 10.00 m |
pylon height (above ground) | 31.50 m |
Materials
deck |
prestressed concrete
|
---|---|
piers |
reinforced concrete
|
abutments |
reinforced concrete
|
Participants
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- DYWIDAG Post-Tensioning and reinforcing technology for 2.5 km of bridges in Japan. In: DSI Info, n. 10 ( 2001- 2002).
- (2019): Extradosed Bridges. International Association for Bridge and Structural Engineering (IABSE), Zurich (Switzerland), ISBN 978-3-85748-168-0, pp. 148.
- Für 2.500 m Brückenlänge DYWIDAG-Spann- und Bewehrungstechnik. In: DSI Info, n. 10 ( 2001- 2002), pp. 10.
- La technique DYWIDAG de précontrainte et d'armature pour 2.500 m de ponts. In: DSI Info, n. 10 ( 2001- 2002), pp. 10.
- About this
data sheet - Structure-ID
20006546 - Published on:
06/11/2002 - Last updated on:
05/01/2021