General Information
Completion: | 1981 |
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Duration of works: | 14 months |
Status: | in use |
Project Type
Structure: |
Through truss bridge Rigid frame bridge |
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Material: |
Steel bridge |
Support conditions: |
for registered users |
Structure: |
Subdivided Warren truss bridge Parallel-chord truss bridge |
Function / usage: |
upper deck: Road bridge lower deck: Railroad (railway) bridge |
Location
Location: |
Nor Hachn, Kotayk Province, Armenia |
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Crosses: |
|
Coordinates: | 40° 17' 19.99" N 44° 35' 24.18" E |
Technical Information
Dimensions
main span | 160 m | |
total length | 272.214 m | |
span lengths | 56.059 m - 160.000 m - 56.059 m | |
number of spans | 3 | |
deck truss | deck depth | 14.38 m |
lower deck | deck width | 5.7 m |
number of tracks | 1 | |
upper deck | deck width | 15.3 m |
number of lanes | 2 | |
roadway / carriageway width | 11.50 m |
Materials
deck truss |
steel
|
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portal legs |
steel
|
Participants
Currently there is no information available about persons or companies having participated in this project.
Relevant Web Sites
Relevant Publications
- Combined frame-strut earthquake resistant bridge. Presented at: IABSE Symposium: Bridges - Interaction between construction technology and design, Leningrad, USSR, 1991, pp. 200-201. (1991):
- Highway-Railway Framed Antiseismic Bridge. In: Structural Engineering International, v. 1, n. 1 (February 1991), pp. 16-17.
- About this
data sheet - Structure-ID
20005482 - Published on:
25/09/2002 - Last updated on:
21/09/2024