General Information
Name in local language: | Puente Infiernillo ll |
---|---|
Beginning of works: | May 2000 |
Completion: | May 2003 |
Status: | in use |
Project Type
Structure: |
Through truss bridge |
---|---|
Material: |
Steel bridge |
Function / usage: |
Road bridge |
Support conditions: |
for registered users |
Plan view: |
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Structure: |
Camelback truss bridge |
Material: |
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Location
Location: |
Michoacán de Ocampo, Mexico |
---|---|
Coordinates: | 18° 25' 3.76" N 101° 53' 53.06" W |
Technical Information
Dimensions
width | 12 m | |
total length | 525 m | |
span lengths | 5 x 105 m | |
number of spans | 5 | |
deck | deck slab thickness | 0.18 m |
Materials
piers |
reinforced concrete
|
---|---|
truss |
steel
|
deck slab |
reinforced concrete
|
abutments |
reinforced concrete
|
Participants
Initial construction (2000-2003)
Structural engineering
Contractor
Lifting
Specialist consultants
Expansion joint replacement (2013-2014)
Expansion joints
Relevant Web Sites
Relevant Publications
- (2021): Seismic Isolation and Response Control. International Association for Bridge and Structural Engineering, Zurich (Switzerland), ISBN 978-3-85748-180-2, pp. 44-47.
- Seismic source effects on the vulnerability of an irregular isolated bridge. In: Engineering Structures, v. 56 (November 2013), pp. 105-115. (2013):
- Use of sliding multirotational devices of an irregular bridge in a zone of high seismicity. In: KSCE Journal of Civil Engineering, v. 17, n. 1 (May 2012), pp. 122-132. (2012):
- About this
data sheet - Structure-ID
20066823 - Published on:
09/02/2015 - Last updated on:
05/02/2016