Reweighted Minimization for Networkwide Weak Spot Detection from Traffic Speed Deflectometer Measurements
Publication: Journal of Computing in Civil Engineering
Volume 37, Issue 4
Abstract
The traffic speed deflectometer (TSD) can collect network-level deflection data in a cost-effective and timely manner. However, an automated feature extraction method is needed to interpret such large amounts of data. Basis pursuit (BP) is one such technique: BP can sparsely decompose TSD measurements over a given basis or set of bases of the signal vector space that can represent a particular signal feature. For instance, the TSD surface deflection estimates can be reconstructed as a combination of wavelets, which represent continuously varying features like changes in pavement properties, plus pulses representing the response from structurally weak spots. Yet, the denoised measurements estimated by BP may either be riddled with several false positives (spikes that mismatch real weak spots) or be constructed out of true positive features with damped amplitude. This paper presents reweighed minimization (RWL1), an enhancement to BP to both correct the dampening and discard false positives. This paper introduces RWL1 with examples from simulated data to show its advantage over vanilla BP denoising, plus a demonstration featuring real TSD measurements from a networkwide survey to demonstrate RWL1’s potential as an exploratory analysis tool to detect structurally weak locations within the pavement network worthy of further investigation at the project level.
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Data Availability Statement
The original TSD data used in this study is currently freely available through FHWA’s InfoMaterials website (https://infomaterials.fhwa.dot.gov/). The computer code written to perform the calculations that support the findings presented herein is available from the corresponding author upon reasonable request. The cartography sources utilized for the maps presented in this study are either public domain (OpenStreetMap) or can be retrieved from the OpenDataDc website (https://opendata.dc.gov/datasets/roadway-block/explore).
Acknowledgments
The authors would like to express their gratitude to J. Daleiden from ARRB Systems Inc., for providing the NaMa’s TSD deflection data pavement surface imagery. Graham from the District of Columbia DOT for kindly furnishing GIS-friendly data utilized as base cartography in this study, and to N. Sivaneswaran and M. Elias from FHWA for their insight on the results’ interpretation and their revisions to the final manuscript.
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© 2023 American Society of Civil Engineers.
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Received: Apr 2, 2022
Accepted: Feb 7, 2023
Published online: Apr 27, 2023
Published in print: Jul 1, 2023
Discussion open until: Sep 27, 2023
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