Abstract
Drivers departing two-way stop-controlled (TWSC) intersections in a straight path typically need to perceive the distance and speed of the approaching vehicles in the cross-traffic stream to select proper gaps that they can utilize for their safe departure. The purpose of this paper is to understand how vehicles accelerate when departing TWSC intersections in a straight path. For this purpose, Global Positioning System (GPS) data logging devices were utilized to record the positions and speeds of departing vehicles. By understanding how drivers accelerate when departing TWSC intersections, we can understand how gap-acceptance decisions are made so that countermeasures may be implemented to reduce the probability of departing drivers accepting improper gaps. Establishing acceleration profiles is also important when analyzing and investigating intersection accidents at a microscopic level to understand how an accident occurred and whether the departing driver was the one at fault (e.g., by selecting an improper gap), or the approaching driver was the one at fault (e.g., by speeding).
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
American Association of State Highway and Transportation Officials (2011) A policy on geometric design of highways and streets. American Association of State Highway and Transportation Officials (AASHTO), Washington, DC, USA
Dabbour E (2015) Design gap acceptance for right-turning vehicles based on vehicle acceleration capabilities. Transp Res Rec J Transp Res Board 2521:12–20
Dabbour E, Easa S (2021) Revised method for calculating departure sight distance at Two-Way Stop-Controlled (TWSC) intersections. Transp Res Rec J Transp Res Board. http://doi.org/10.1177/03611981211031544
Dabbour E, Easa S (2017) Sight-distance requirements for left-turning vehicles at two-way stop-controlled intersections. J Transp Eng 143(1). http://doi.org/10.1061/JTEPBS.0000018
Drew DR (1968) Traffic flow theory and control. McGraw-Hill Inc., New York, NY, USA
Long G (2000) Acceleration characteristics of starting vehicles. Transp Res Rec J Transp Res Board 1737:58–70
Perco P, Marchionna A, Falconetti N (2012) Prediction of the operating speed profile approaching and departing intersections. J Transp Eng 138(12):1476–1483
Rakha H, Snare M, Dion F (2004) Vehicle dynamics model for estimating maximum light-duty vehicle acceleration levels. Transp Res Rec J Transp Res Board 1883:40–49
Rao SK, Madugula KSM (1986) Acceleration characteristics of automobiles in the determination of sight distance at stop-controlled intersections. Civ Eng Pract Des Eng 5:487–498
Wang J, Dixon KK, Li H, Ogle J (2004) Normal acceleration behavior of passenger vehicles starting from rest at all-way stop-controlled intersections. Transp Res Rec J Transp Res Board 1883:158–166
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 Canadian Society for Civil Engineering
About this paper
Cite this paper
Dabbour, E., Dabbour, O. (2022). Establishing Acceleration Profiles of Light-Duty Vehicles Departing in a Straight Path from Two-Way Stop-Controlled Intersections. In: Walbridge, S., et al. Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021 . CSCE 2021. Lecture Notes in Civil Engineering, vol 250. Springer, Singapore. https://doi.org/10.1007/978-981-19-1065-4_8
Download citation
DOI: https://doi.org/10.1007/978-981-19-1065-4_8
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-19-1064-7
Online ISBN: 978-981-19-1065-4
eBook Packages: EngineeringEngineering (R0)