Condition assessment of reinforced and prestressed concrete bridges using visual inspection and 3D modeling

Conference Paper (2025)
Author(s)

Estefanía Cervantes (Universidad San Francisco de Quito, University of Minho)

Luis Castellanos (Universidad San Francisco de Quito)

Jose C. Matos (University of Minho)

Eva Olivia Leontien Lantsoght (Universidad San Francisco de Quito, TU Delft - Concrete Structures)

Research Group
Concrete Structures
More Info
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Publication Year
2025
Language
English
Research Group
Concrete Structures
Bibliographical Note
Green Open Access added to TU Delft Institutional Repository as part of the Taverne amendment. More information about this copyright law amendment can be found at https://www.openaccess.nl. Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. @en
Pages (from-to)
553-562
ISBN (print)
978-3-85748-210-6
Reuse Rights

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Abstract

This study explores UAV-based 3D modeling for bridge damage assessment. UAVs with highresolution cameras captured images of two bridges at different life cycle stages and locations. These images were processed into detailed 3Dmodels, offeringmore accurate evaluations than traditional visual inspections (VI). The models provided precise damage localization, geometric data information, and identified areas requiring urgent maintenance, reducing repair costs and time. Despite the advantages, challenges such as model accuracy and flight planning precision were noted. The results showed that larger and more complex bridges require significantly greater resources for 3D modeling, including longer flight and processing times, higher data volumes, and increased detail in the models, as reflected in the differences between the two case studies. Future research should focus on optimizing data acquisition, enhancing algorithms, and integrating augmented reality (AR) to improve collaboration and decision-making in bridge inspections.

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