General Information
| Completion: | 1994 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Box girder bridge |
|---|---|
| Function / usage: |
Railroad (railway) bridge |
| Construction method: |
Incremental launching |
| Material: |
Prestressed concrete bridge |
| Structure: |
Multi-span continuous girder bridge |
| Plan view: |
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| Support conditions: |
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| Material: |
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Location
| Location: |
Ratnagiri, Maharashtra, India |
|---|---|
| Coordinates: | 16° 58' 51.29" N 73° 23' 30.78" E |
Technical Information
Dimensions
| total length | 424 m | |
| span lengths | 30 m - 9 x 40 m - 30 m | |
| number of spans | 11 | |
| height above valley floor or water | 64 m | |
| number of tracks | 1 | |
| track gauge | 1 676 mm | |
| abutments | number | 2 |
| piers | height | 20 - 60 m |
| number | 10 |
Design Loads
| wind load | 150 kg/m² | |
| seismic load | 0.0758 g |
Materials
| deck |
prestressed concrete
|
|---|---|
| piers |
reinforced concrete
|
| abutments |
reinforced concrete
|
Chronology
| 1995 | Most Outstanding Concrete Structure in India Award from the American Concrete Institute (Maharashtra India Chapter). |
|---|
Notes
First use of the incremental launching method in India.
Participants
Design
Construction
Specialist consultants
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (1997): Panval Nadhi Viaduct, India. In: Structural Engineering International, v. 7, n. 3 (August 1997), pp. 168-170.
- About this
data sheet - Structure-ID
20005390 - Published on:
23/09/2002 - Last updated on:
17/01/2024
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