Technical Papers
Dec 30, 2015

A Model and Its Applications for Predicting Passing Rate at Passing Zones on Two-Lane Rural Highways

Publication: Journal of Transportation Engineering
Volume 142, Issue 3

Abstract

Passing zones are designed to provide sufficient sight distance for fast vehicles to pass safely slow vehicles and contribute to operational efficiency of two-lane highways. However, lack of suitable models to predict passing rate and capacity has made it difficult to quantify operational benefits of passing zones. In this paper, a model is proposed to predict passing rate in the subject direction at passing zones using traffic and geometric factors. The model is developed based on speed and passing data collected at 19 passing zones in Uganda using pneumatic tube classifiers and video recordings. Findings show that passing rates depend on the length of the passing zone, absolute vertical grade, traffic volume in two travel directions, directional split, 85th percentile speed of free-flow vehicles and percent heavy vehicles in the subject direction. The peak passing rate also referred to as the passing capacity occurs at 200, 220, and 240 vehicles/h in the subject direction for 50/50, 55/45, and 60/40 directional splits, respectively. The model could potentially be applicable in planning, design, and safety evaluation of two-lane rural highways.

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Acknowledgments

This research was funded by Swedish International Development Agency through SIDA/SAREC research grant to Makerere University, Kampala, Uganda and KTH Royal Institute of Technology, Stockholm, Sweden.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 3March 2016

History

Received: Dec 31, 2014
Accepted: Sep 30, 2015
Published online: Dec 30, 2015
Published in print: Mar 1, 2016
Discussion open until: May 30, 2016

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Authors

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Godfrey Mwesige [email protected]
Assistant Lecturer and Ph.D. Student, Dept. of Civil and Environmental Engineering, School of Engineering, Makerere Univ., Technology Rd., P.O. Box 7062, Kampala, Uganda (corresponding author). E-mail: [email protected]; [email protected]
Haneen Farah [email protected]
Assistant Professor, Dept. of Transport and Planning, Faculty of Civil and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628 CN Delft, Netherlands. E-mail: [email protected]
Umaru Bagampadde [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, School of Engineering, Makerere Univ., Technology Rd., P.O. Box 7062, Kampala, Uganda. E-mail: [email protected]
Haris N. Koutsopoulos [email protected]
Guest Professor, Dept. of Transport Science, School of Architecture and the Built Environment, KTH Royal Institute of Technology, Teknikringen 72, 1tr, 100 44 Stockholm, Sweden; Professor, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]

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