Abstract

In the current modern era of information and technology, emerging remote advancements have been widely established for detailed virtual inspections and assessments of infrastructure assets, especially bridges. These technologies are capable of creating an accurate digital representation of the existing assets, commonly known as the digital twins. Digital twins are suitable alternatives to in-person and on-site based assessments that can provide safer, cheaper, more reliable, and less distributive bridge inspections. In the case of bridge monitoring, Unmanned Aerial Vehicle (UAV) photogrammetry and Terrestrial Laser Scanning (TLS) are among the most common advanced technologies that hold the potential to provide qualitative digital models; however, the research is still lacking a reliable methodology to evaluate the generated point clouds in terms of quality and geometric accuracy for a bridge size case study. Therefore, this paper aims to provide a comprehensive methodology along with a thorough bridge case study to evaluate two digital point clouds developed from an existing Australian heritage bridge via both UAV-based photogrammetry and TLS. In this regard, a range of proposed approaches were employed to compare point clouds in terms of points’ distribution, level of outlier noise, data completeness, surface deviation, and geometric accuracy. The comparative results of this case study not only proved the capability and applicability of the proposed methodology and approaches in evaluating these two voluminous point clouds, but they also exhibited a higher level of point density and more acceptable agreements with as-is measurements in TLS-based point clouds subjected to the implementation of a precise data capture and a 3D reconstruction model.

Highlights

  • Bridge infrastructures are among the most expensive and vital components of the road/transport networks that need to be durable and healthy during their lifetime

  • In order to further investigate the application of the proposed methodology, the quality of the McKanes Falls Bridge point clouds captured/scanned via Unmanned Aerial Vehicle (UAV)-based photogrammetry and Terrestrial Laser Scanning (TLS) are evaluated and compared

  • A detailed geometric accuracy analysis was performed, as presented in Section 4.2, and the results were used for the minor rescaling of the UAV-based point cloud based on the TLS data set

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Summary

Introduction

Bridge infrastructures are among the most expensive and vital components of the road/transport networks that need to be durable and healthy during their lifetime. As the bridge is used and exposed to environmental effects, the health of the structure can deteriorate due to various conditions such as over loadings, material aging, and the corrosion of the environment. If the process of deterioration is not greatly monitored or regularly maintained, this situation can disrupt the normal operation and service of the infrastructure. In some critical situations, any negligence in choosing a reliable and accurate monitoring and maintenance system may result in irrepealable structural damages, catastrophes, and future costs [1]. Nanfang’ao bridge in 2019 [2], and the Morandi bridge collapse in 2018 in Italy [3] are some of the recent instances of catastrophe due to a lack of accurate monitoring and maintenance systems.

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