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Article

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

by
Raul Alves
1,
Sérgio Lousada
2,3,4,5,6,7,*,
José Manuel Naranjo Gómez
3,4,5,8 and
José Cabezas
4,5,9
1
Machico City Council (CMM), Largo do Município Machico, 9200-099 Machico, Portugal
2
Department of Civil Engineering and Geology (DECG), Faculty of Exact Sciences and Engineering (FCEE), University of Madeira (UMa), 9000-082 Funchal, Portugal
3
CITUR-Madeira-Research Centre for Tourism Development and Innovation, 9000-082 Funchal, Portugal
4
VALORIZA-Research Centre for Endogenous Resource Valorization, Polytechnic Institute of Portalegre (IPP), 7300 Portalegre, Portugal
5
Research Group on Environment and Spatial Planning (MAOT), University of Extremadura, 06071 Badajoz, Spain
6
RISCO—Civil Engineering Department, University of Aveiro, 3810-193 Aveiro, Portugal
7
OSEAN—Outermost Regions Sustainable Ecosystem for Entrepreneurship and Innovation, 9000-082 Funchal, Portugal
8
School of Agricultural Engineering, University of Extremadura, 06007 Badajoz, Spain
9
Science Faculty, University of Extremadura, 06006 Badajoz, Spain
*
Author to whom correspondence should be addressed.
Infrastructures 2025, 10(9), 224; https://doi.org/10.3390/infrastructures10090224
Submission received: 24 July 2025 / Revised: 13 August 2025 / Accepted: 15 August 2025 / Published: 22 August 2025
(This article belongs to the Special Issue Sustainable Bridge Engineering)

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.
Keywords: anomaly assessment; bridge engineering; bridge inspection; concrete structures; structural degradation; sustainable infrastructure anomaly assessment; bridge engineering; bridge inspection; concrete structures; structural degradation; sustainable infrastructure

Share and Cite

MDPI and ACS Style

Alves, R.; Lousada, S.; Naranjo Gómez, J.M.; Cabezas, J. Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico. Infrastructures 2025, 10, 224. https://doi.org/10.3390/infrastructures10090224

AMA Style

Alves R, Lousada S, Naranjo Gómez JM, Cabezas J. Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico. Infrastructures. 2025; 10(9):224. https://doi.org/10.3390/infrastructures10090224

Chicago/Turabian Style

Alves, Raul, Sérgio Lousada, José Manuel Naranjo Gómez, and José Cabezas. 2025. "Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico" Infrastructures 10, no. 9: 224. https://doi.org/10.3390/infrastructures10090224

APA Style

Alves, R., Lousada, S., Naranjo Gómez, J. M., & Cabezas, J. (2025). Degradation and Sustainability: Analysis of Structural Issues in the Eduardo Caldeira Bridge, Machico. Infrastructures, 10(9), 224. https://doi.org/10.3390/infrastructures10090224

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