Development of an Image-Based Methodology to Measure Heave Height in Hamburg Wheel Tracker–Tested Asphalt Specimens
Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 2
Abstract
Asphalt mixture rutting may involve vertical compaction, volumetric dilation, and shear-induced lateral movement, depending on many factors. Both in the field and in the laboratory [e.g., Hamburg wheel tracker (HWT) and asphalt pavement analyzer (APA) tests], lateral movement of a mixture creates a heave region and a vertical permanent deformation along the wheel path. Typical laboratory wheel tracking tests such as HWT and APA measure the depth of pure vertical permanent deformation; field measurements measure rut depth and heave height. Currently, HWT and APA test devices are not equipped to measure heave height. The objective of this study was to develop an image-based heave height measurement methodology for HWT-tested asphalt specimens. The method can easily be extended to other wheel tracking tests, such as the APA. The study also included the generation of a three-dimensional (3D) model of HWT-tested asphalt specimens, the extraction of 3D coordinates, and the calculation of specimen heave height and rut depth. The proposed methodology was verified by comparing the calculated rut depths with laboratory-measured rut depths. The proposed methodology measured the heave height of the HWT-tested specimens with reasonable accuracy. Furthermore, a linear relationship was observed between the rut depth and heave height of the tested specimens. This research will help researchers evaluate asphalt mixture heave resistance and will extend state-of-the-art research in the domain.
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Data Availability Statement
All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
This research was part of a project funded by the Minnesota Local Road Research Board (LRRB), Minnesota Department of Transportation (MnDOT). The authors would like to acknowledge the support provided by Dr. Michael Vrtis, Project Engineer, MnDOT, and his team for successfully implementing the application of the spray-on rejuvenators and providing the field cores.
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© 2024 American Society of Civil Engineers.
History
Received: Mar 30, 2023
Accepted: Dec 26, 2023
Published online: Mar 6, 2024
Published in print: Jun 1, 2024
Discussion open until: Aug 6, 2024
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