Abstract

The Americans with Disabilities Act (ADA) requires that the design, construction, and maintenance of curb ramps provide accessibility to persons with disabilities. Light detection and ranging (lidar) can efficiently collect high-accuracy and high-resolution three-dimensional (3D) geometric data, which can be leveraged for ADA compliance assessment in a virtual environment to help guide and improve field practice. Most existing studies do not consider many aspects of the field inspection process including local variations in slope measurements and the physical instrument characteristics, warranting a more detailed accuracy evaluation. Accordingly, a workflow for virtual ADA compliance inspection of curb ramps using lidar data is proposed and was applied to a controlled experiment using full-size ramp specimens to optimize parameters and compare methods with rigorous accuracy assessments. The proposed workflow consists of data preprocessing, digital elevation model generation, and digital inclinometer simulation. In the digital inclinometer simulation, we developed and implemented four different approaches including surface normal, immediate neighbor linear regression, scaled neighbor linear regression, and touching point extraction. Among these approaches, the novel touching point extraction method considers both the roughness of the surface and the scale in which a digital inclinometer measures the slope. The accuracy and effectiveness of the framework were demonstrated, resulting in a root-mean square error of 0.18% for the mean slope, which is on par with the accuracy of a digital inclinometer (0.2%, 1σ). An example virtual experiment is provided using the proposed approach to identify the optimal spacing of measurement samples to determine the slope of a curb ramp for ADA compliance assessment.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request, including point cloud data and the smart level readings on the testing curb ramps.

Acknowledgments

This study was funded by the Oregon Department of Transportation (ODOT) under Project SPR844 and Pacific Northwest Transportation Consortium (PacTrans). The authors also thank Dr. David Trejo, Dr. Jaehoon Jung, and Dae Kun Kang for their help in the data collection. Leica Geosystems supported the study by providing the surveying equipment and processing software. CloudCompare was also used in this research study.

Disclaimer

The authors Drs. Che and Olsen have financial interests in EZDataMD LLC, a company which commercializes point cloud analysis technology related to this research. The conduct, outcomes, or reporting of this research could benefit EZDataMD LLC and could potentially benefit the authors.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 150Issue 4November 2024

History

Received: Jul 11, 2023
Accepted: Apr 24, 2024
Published online: Jul 24, 2024
Published in print: Nov 1, 2024
Discussion open until: Dec 24, 2024

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Graduate Student, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. Email: [email protected]
Assistant Professor (Senior Research), School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author). ORCID: https://orcid.org/0000-0001-7664-8098. Email: [email protected]
Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: https://orcid.org/0000-0002-3224-5462. Email: [email protected]
Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID: https://orcid.org/0000-0002-2989-5309. Email: [email protected]

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