Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico

This paper presents a detailed analysis of the severe structural anomalies that led to the urgent rehabilitation of the Eduardo Caldeira Bridge in Machico, Madeira. Situated in a challenging coastal environment with complex volcanic geology, the bridge exhibited a critical failure of its bearing devices, which were assigned the highest defect severity rating (Grade 5). A multidisciplinary diagnostic methodology, combining visual inspection data, non-destructive testing, and geotechnical analysis, was employed to identify the root causes of this degradation. The investigation concluded that the bearing failure was not due to widespread material deterioration but was directly linked to significant lateral structural displacements, exacerbated by localized geotechnical instabilities. This paper details the data-driven rehabilitation strategy that was subsequently implemented, including the complete replacement of the bearings and substructure stabilization measures. The study provides a valuable case study of a complex, mechanics-driven failure mode and demonstrates that for such critical infrastructure, a proactive management model integrating advanced technologies like Structural Health Monitoring (SHM) and Building Information Modelling (BIM) is essential for ensuring long-term safety and resilience.

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Publication Details

Journal
Infrastructures
Published
2025-08-22
DOI
https://doi.org/10.3390/infrastructures10090224
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico

Sérgio Lousada, José Manuel Naranjo Gómez, José Cabezas, Raul Manuel Costa Alves
Infrastructures
Structural Engineering and Vibration Analysis
article

Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico

Sérgio Lousada, José Manuel Naranjo Gómez, José Cabezas, Raul Manuel Costa Alves
article en

Abstract

This paper presents a detailed analysis of the severe structural anomalies that led to the urgent rehabilitation of the Eduardo Caldeira Bridge in Machico, Madeira. Situated in a challenging coastal environment with complex volcanic geology, the bridge exhibited a critical failure of its bearing devices, which were assigned the highest defect severity rating (Grade 5). A multidisciplinary diagnostic methodology, combining visual inspection data, non-destructive testing, and geotechnical analysis, was employed to identify the root causes of this degradation. The investigation concluded that the bearing failure was not due to widespread material deterioration but was directly linked to significant lateral structural displacements, exacerbated by localized geotechnical instabilities. This paper details the data-driven rehabilitation strategy that was subsequently implemented, including the complete replacement of the bearings and substructure stabilization measures. The study provides a valuable case study of a complex, mechanics-driven failure mode and demonstrates that for such critical infrastructure, a proactive management model integrating advanced technologies like Structural Health Monitoring (SHM) and Building Information Modelling (BIM) is essential for ensuring long-term safety and resilience.

InfrastructuresVol. 10(9)
Madeira Tecnopolo (PT), Universidade Politécnica de Portalegre (PT), Direção Geral do Património Cultural (PT), Universidade da Madeira (PT), University of Aveiro (PT), Universidad de Extremadura (ES)
European Commission, Junta de Extremadura, European Regional Development Fund
Openalex Percentile: Top 77%
Structural Engineering and Vibration Analysis
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