Technical Papers
Nov 17, 2017

What Characterizes a Vehicle as Follower on Two-Lane Intercity Highways under Heterogeneous Traffic Conditions

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 144, Issue 2

Abstract

The presence of a high proportion of vehicles in the following condition indicates that a particular roadway facility is performing poorly. Due to lack of related standard guidelines, planners and engineers in India use the same definition presented in U.S. Highway Capacity Manual regarding following vehicles, which may not be appropriate because of the heterogeneity in Indian traffic conditions. After performing graphical analysis, it was concluded that the previously used methodologies cannot be used for the present study because it could mislead the final findings. Hence, a new method was introduced to identify following vehicles in which speed difference (SD) and gap threshold value are used instead of the headway between two consecutive vehicles. It was found that after a cut-off gap threshold of 10 s, all the vehicles, irrespective of their categories, started traveling in the nonfollowing condition. A SD limit of 4 to +10  km/h was used to identify the following vehicles below the cut-off gap threshold value of 10 s. By using the acceptance curve method, different cut-off gap values ranging from 1.9 to 4.4 s were observed at all study sites, beyond which probability of not following (PNF) increased. After validation of the results, two-way traffic volume was identified as the dominating parameter that affects the cut-off gap value.

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Acknowledgments

The work reported in this paper is part of an ongoing research project on the development of an Indian Highway Capacity Manual (INDO-HCM), sponsored by the Council of Scientific and Industrial Research-Central Road Research Institute (CSIR-CRRI), New Delhi, India. The financial assistance provided by the sponsoring agency for traffic studies is gratefully acknowledged.

References

Al-Kaisy, A., and Durbin, C. (2008). “Evaluating new methodologies for estimating performance on two-lane highways.” Can. J. Civ. Eng., 35(8), 777–785.
Al-Kaisy, A., and Durbin, C. (2011). “Platooning on two-lane two-way highways: An empirical investigation.” Procedia-Soc. Behav. Sci., 16, 329–339.
Al-Kaisy, A., and Freedman, Z. (2010). “Estimating performance on two-lane highways.” Transp. Res. Rec., 2173, 72–79.
Al-Kaisy, A., and Karjala, S. (2008). “Indicators of performance on two-lane rural highways: Empirical investigation.” Transp. Res. Rec., 2071, 87–97.
Al-Kaisy, A., and Karjala, S. (2010). “Car-following interaction and the definition of free-moving vehicles on two-lane rural highways.” J. Transp. Eng., 925–931.
Botha, J. L., Zeng, X., and Sullivan, E. C. (1993). “Comparison of performance of TWOPAS and TRARR models when simulating traffic on two-lane highways with low design speeds.” Transp. Res. Rec., 1398, 7–16.
Brilon, W., and Weiser, F. (2006). “Two-lane rural highways: The German experience.” Transp. Res. Rec., 1988, 38–47.
Catbagan, J., and Nakamura, H. (2006). “Evaluation of performance measures for two-lane expressways in Japan.” Transp. Res. Rec., 1988, 111–118.
Cohen, M., and Polus, A. (2011). “Estimating percent-time-spent-following on two-lane rural highways.” Transp. Res. Part C, 19(6), 1319–1325.
Dixon, M., Sarepali, S., and Young, K. (2002). “Field evaluation of Highway Capacity Manual 2000 analysis procedures for two-lane highways.” Transp. Res. Rec., 1802, 125–132.
Durbin, C. T. (2006). Traffic performance on two-lane, two-way highways: Examination of new analytical approaches, Montana State Univ., Bozeman, MT.
Fitzpatrick, K., Miaou, S.-P., Brewer, M., Carlson, P., and Wooldridge, M. D. (2005). “Exploration of the relationships between operating speed and roadway features on tangent sections.” J. Transp. Eng., 261–269.
Gattis, B. J. L., and Low, S. T. (1999). “Gap acceptance at a typical stop-controlled intersections.” J. Transp. Eng., 201–207.
Ghods, A. H., and Saccomanno, F. F. (2016). “Evaluation of level-of-service measures for two-lane highways with a simulation model.” Transp. Res. Rec., 2553, 20–28.
Harwood, D. W., May, A. D., Anderson, I. B., Leiman, L., and Archilla, A. R. (1999). Capacity and quality of service of two-lane highways, National Cooperative Highway Research Program, Transportation Research Board National Research Council, Berkeley, CA.
Hashim, I. H. (2011). “Analysis of speed characteristics for rural two-lane roads: A field study from Minoufiya Governorate, Egypt.” Ain Shams Eng. J., 2(1), 43–52.
Hashim, I. H., and Abdel-Wahed, T. A. (2011). “Evaluation of performance measures for rural two-lane roads in Egypt.” Alexandria Eng. J., 50(3), 245–255.
Hoban, C. J., Fawcett, G. J., and Robinson, G. K. (1985). A model for simulating traffic on two-lane rural roads: User guide and manual for TRARR version 3.0, Australian Road Research Board, Vermont South, Australia.
Hoban, C. J., Shepherd, R. J., Fawcett, G. J., and Robinson, G. K. (1991). A model for simulating traffic on two-lane rural roads: User guide and manual for TRARR version 3.2, Australian Road Research Board, Vermont South, Australia.
IRC (Indian Road Congress). (1990). “Guidelines for capacity of roads in rural areas.” IRC 64:1990, New Delhi, India.
Karjala, S. (2008). Estimating quality of traffic flow on two-lane highways, Montana State Univ., Bozeman, MT.
Khan, R., Sekhar, R., and Senapathi, V. (2015). “Modelling of the gap phenomena at U-turn provisions on the median openings of inter-urban highway corridors.” J. Eastern Asia Soc. Transp. Studies, 11, 1842–1856.
Luttinen, R. T. (2001a). Capacity and level of service on Finnish two-lane highways, Finnish Road Administration, Traffic and Road Engineering, Helsinki, Finland.
Luttinen, R. T. (2001b). “Percent time-spent-following as performance measure for two-lane highways.” Transp. Res. Rec., 1776, 52–59.
Maldonado, M. O., Herz, M., and Galarraga, J. (2013). “Modelación de operación en carreteras argentinas y recomendaciones de ajustes al Manual de Capacidad HCM 2010.” Transportes, 20(3), 51–61.
MATLAB [Computer software]. MathWorks, Natick, MA.
Maze, T. H. (1981). “A probabilistic model of gap acceptance behavior.” Transp. Res. Rec., 795, 8–13.
Miller, A. J. (1961). “A queueing model for road traffic flow.” J. Royal Stat. Soc. Series B, 23(1), 64–90.
Moreno, A. T., Llorca, C., Sayed, T., and García, A. (2014). “Field evaluation of traffic performance measures for two-lane highways in Spain.” 93rd Transportation Research Board Annual Meeting, TRB Committee AHB40 Highway Capacity and Quality of Service, Washington, DC, 1–17.
MORT&H (Ministry of Road Transportation and Highways). (2015). Annual Rep. 2014–15, Government of India, New Delhi, India.
Munehiro, K., Takemoto, A., Kasai, S., and Asano, M. (2011). “Analysis on rural highway design using traffic micro-simulation in cold regions.” Procedia-Soc. Behav. Sci., 16, 388–399.
Muttaka, N. I., and Bin Chepuan, O. (2014). “Measuring driver’s percent-time-spent-following using a moving video recording technique.” Appl. Mech. Mater., 567, 736–741.
Oregon Transportation Development Division. (2010). Modeling performance indicators on two-lane rural highways: The Oregon experience, Salem, OR.
Oregon Transportation Development Division. (2014). Modeling follower density on two-lane rural highways, Salem, OR.
Penmetsa, P., Ghosh, I., and Chandra, S. (2015). “Evaluation of performance measures for two-lane intercity highways under mixed traffic conditions.” J. Transp. Eng., 04015021–04015027.
Polus, A., and Cohen, M. (2009). “Theoretical and empirical relationships for the quality of flow and for a new level of service on two-lane highways.” J. Transp. Eng., 380–385.
Puan, O. C. (2004). “Driver’s car following headway on single carriageway roads.” Malaysian J. Civ. Eng., 16(2), 15–27.
Romana, M., and Pérez, I. (2006). “Measures of effectiveness for level of service assessment of two-lane roads: An alternative proposal using a threshold speed.” Transp. Res. Rec., 1988, 56–62.
Rozenshtein, S., Polus, A., and Cohen, M. (2012). “Models for estimating drivers following on two-lane rural highways.” Transp. Res. Rec., 2286, 68–75.
Shawky, M., and Hashim, I. (2010). “Impact of horizontal alignment on traffic performance at rural two-lane highways.” 4th Int. Symp. on Highway Geometric Design, Vol. 20, Transportation Research Board, Washington, DC, 1–19.
TRB (Transportation Research Board). (2010). Highway capacity manual-2010, Washington, DC.
Van As, C. (2003). The development of an analysis method for the determination of level of service of two-lane undivided highways in South Africa, Project Summary South African National Roads Agency, Limited, Pretoria, South Africa.
Van As, S. C., and Van Niekerk, A. (2004). “The operational analysis of two-lane rural highways.” 23rd Southern African Transport Conf., SATC, Pretoria, South Africa, 622–633.
Vogel, K. (2002). “What characterizes a ‘free vehicle’ in an urban area?” Transp. Res. Part F, 5(1), 15–29.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 144Issue 2February 2018

History

Received: Jul 1, 2016
Accepted: Jul 12, 2017
Published online: Nov 17, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 17, 2018

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Authors

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Amardeep Boora [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India (corresponding author). E-mail: [email protected]
Indrajit Ghosh, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India. E-mail: [email protected]
Satish Chandra, A.M.ASCE [email protected]
Director, Central Road Research Institute Delhi, Mathura Rd., PO CRRI, New Delhi 110025, India. E-mail: [email protected]

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