Technical Papers
Apr 8, 2019

Influence of Calibration Factors on Crash Prediction on Rural Two-Lane Two-Way Roadway Segments

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 145, Issue 6

Abstract

Calibration factors are applied in the Highway Safety Manual predictive method for rural two-lane, two-way roadway segments to adjust the estimate for local conditions. This research aims to evaluate and recommend improvements related to the estimation of these calibration factors. An aggregated and disaggregated analysis was performed to study the influence of different calibration factors on the prediction of the number of crashes in North Carolina. As a result, those calibration factors based on both types of road elements (horizontal curves and tangents) led to overestimating and underestimating the number of crashes on tangents and horizontal curves, respectively. Furthermore, the calibration factors based on fatal and injury crashes allowed a more accurate estimation of the predicted number of crashes than those calibrated considering all severity levels. Therefore, it is recommended to apply different calibration factors for each type of road element and each type of crash severity.

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Acknowledgments

This research was subsidized by the Spanish Ministry of Economy, Industry, and Competitiveness through “Ayudas a la movilidad predoctoral para la realización de estancias breves en centros de I+D 2016.” In addition, the authors would like to thank the North Carolina Department of Transportation (NCDOT), which provided traffic and crash data.

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Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 145Issue 6June 2019

History

Received: Jan 3, 2018
Accepted: Nov 26, 2018
Published online: Apr 8, 2019
Published in print: Jun 1, 2019
Discussion open until: Sep 8, 2019

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Authors

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Postdoctoral Research Assistant, Highway Engineering Research Group, Universitat Politècnica de València, Camino de Vera, s/n, Valencia 46022, Spain (corresponding author). ORCID: https://orcid.org/0000-0002-9228-5407. Email: [email protected]
Daniel J. Findley, Ph.D. [email protected]
P.E.
Senior Research Associate, Institute for Transportation Research and Education, North Carolina State Univ., Centennial Campus Box 8601, Raleigh, NC 27695-8601. Email: [email protected]

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