General Information
Completion: | 2015 |
---|---|
Status: | in use |
Project Type
Function / usage: |
High-speed rail bridge |
---|---|
Material: |
Prestressed concrete bridge |
Support conditions: |
for registered users |
Material: |
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Location
Technical Information
Dimensions
total length | 337.50 m | |
deck | deck depth | 1.75 m |
deck width | 14.00 m | |
Section 1 | ||
---|---|---|
length | 63.00 m | |
span lengths | 17.00 m - 2 x 21.50 m - 3.00 m | |
number of spans | 4 | |
Section 2 | ||
length | 70.50 m | |
span lengths | 3.00 m - 3 x 21.50 m - 3.00 m | |
number of spans | 5 | |
Section 3 | ||
length | 70.50 m | |
span lengths | 3.00 m - 3 x 21.50 m - 3.00 m | |
number of spans | 5 | |
Section 4 | ||
length | 70.50 m | |
span lengths | 3.00 m - 3 x 21.50 m - 3.00 m | |
number of spans | 5 | |
Section 5 | ||
length | 63.00 m | |
span lengths | 3.00 m - 2 x 21.50 m - 17.00 m | |
number of spans | 4 |
Materials
deck |
prestressed concrete
|
---|---|
piers |
reinforced concrete
|
abutments |
reinforced concrete
|
Participants
Structural engineering
Co-contractor
Precastor
Bearings
Seismic dampers
Relevant Web Sites
Relevant Publications
- Criterios de diseño sísmico en viaductos de alta velocidad en la zona de Levante. In: Hormigón y acero, v. 68, n. 281 (1st Quarter 2017), pp. 69-79. (2017):
- About this
data sheet - Structure-ID
20075014 - Published on:
28/03/2018 - Last updated on:
28/03/2018