Abstract
When compared to cars, public transportation (e.g., buses) can carry more people using less space. Hence, by increasing the share of people traveling by bus within an urban network, we can improve the efficiency of the urban transportation system, ultimately making it more sustainable. Unfortunately, buses operating mixed with cars can often get stuck in car congestion. One commonly used solution is to dedicate a lane for bus-use only. However, when bus flows are low, dedicated lanes running through intersections can reduce the discharge flows from these locations and lead to increased car delays, car queues, and all the negative externalities associated with congestion. This, in turn, can reduce the overall efficiency of the transportation network. Therefore, a solution is to discontinue the dedicated lane upstream of the main signal, removing bus priority at intersections. In this paper, we advocate the use of pre-signals upstream of signalized intersections to continue providing bus priority while minimizing the disruptions to car traffic. Pre-signals can allow buses to jump the car queues upstream of signalized intersections, while allowing cars to utilize the full capacity of the main signal when buses are not present. In this paper we provide practical guidelines on how to implement pre-signals at signalized intersections. Ideas on how to operate pre-signals are provided by using recent analytical and empirical findings from previous research on pre-signals. The reduction of system-wide (buses and cars) person hours of delay by using pre-signals, as compared to mixed-use lanes or dedicated bus lanes is also quantified. By doing so, the domains of application of pre-signals are also defined. This information can then be used to determine where and when pre-signals should be implemented in real urban networks and to quantify their benefits to the system.







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Arnott R, de Palma A, Lindsey R (1992) Route choice with heterogeneous drivers and group-specific congestion costs. Reg Sci Urban Econ 22(1):71–102
Basso LJ, Guevara CA, Gschwender A, Fuster M (2011) Congestion pricing, transit subsidies and dedicated bus lanes: efficient and practical solutions to congestion. Transp Policy 18(5):676–684
Cassidy M, Windover J (1995) Methodology for assessing dynamics of freeway traffic flow. Transp Res Rec 1484:73–79
Cassidy M, Daganzo C, Jang K, Chung K (2009) Spatiotemporal effects of segregating different vehicle classes on separate lanes. In: Lam W, Wong S, Lo H (eds) Proceedings of international symposium on transportation and traffic theory, pp 57–74
Currie G, Sarvi M, Young B (2007) A new approach to evaluating on-road public transport priority projects: balancing the demand for limited road-space. Transportation 34:413–428
Eichler M, Daganzo C (2006) Bus lanes with intermittent priority: strategy formulae and an evaluation. Transp Res Part B 40(9):731–744
Gallo M, Montella B, DAcierno L (2011) The transit network design problem with elastic demand and internalisation of external costs: an application to rail frequency optimisation. Transp Res Part C Emerg Technol 19(6):1276–1305
Guler SI, Cassidy MJ (2012) Strategies for sharing bottleneck capacity among buses and cars. Transp Res Part B 46(10):1334–1345
Guler SI, Menendez M (2014a) Analytical formulation and empirical evaluation of pre-signals. Transp Res Part B 64:41–53
Guler SI, Menendez M (2013) Empirical evaluation of bus and car delays at pre-signal. In: Swiss Transport Research Conference (STRC), Ascona, Switzerland
Guler SI, Menendez M (2014b) Evaluation of pre-signals at over saturated signalized intersections. Transp Res Rec 2418:11–19
He H, Guler SI, Menendez M (2015) Providing bus priority using adaptive pre-signals. In: Proceedings of the 94th annual meeting of the Transportation Research Board, Washington DC
Hidalgo D, Munoz JC (2014) A review of technological improvements in bus rapid transit (BRT) and buses with high level of service (BHLS). Public Transp 6(3):185–213
Levinson H, Adams C, Hoey W (1975) Bus use of highways planning and design guidelines. NCHRP, Report 155
Menendez M, Daganzo C (2007) Effects of hov lanes on freeway bottlenecks. Transp Res Part B 41(8):809–822
Nowlin L, Fitzpatrick K (1997) Performance of queue jumper lanes. In: Proceedings of traffic congestion and traffic safety in the 21st century: challenges, innovations, and opportunities, Chicago
Transport for London (2005) Bus pre-signal assessment and design guidance. http://www.tfl.gov.uk. Retrieved Jan 2009
Viegas J, Lu B (2001) Widening the scope for bus priority with intermittent bus lanes. Transp Plan Technol 24(2):87–110
Viegas J, Lu B (2004) The intermittent bus lane signals setting within an area. Transp Res Part C 12(6):453–469
Viegas J, Roque R, Lu B, Vieira J (2007) The intermittent bus lane system: Demonstration in Lisbon. In: Proceedings of the 86th annual meeting of the Transportation Research Board, Washington DC
Widanapathiranage R, Bunker JM, Bhaskar A (2015) Modelling the BRT station capacity and queuing for all stopping busway operation. Public Transp 7(1):21–38
Wu J, Hounsell N (1998) Bus priority using pre-signals. Transp Res Part A 32(8):563–583
Zhou G, Gan A, Zhu X (2006) Determination of optimal detector location for transit signal priority with queue jumper lanes. Transp Res Record J Transp Res Board 1978(1):123–129
Zlatkovic M, Stevanovic A, Reza, RMZ (2013) Effects of queue jumpers and transit signal priority on bus rapid transit. In: Proceedings of the 92nd annual meeting of the Transportation Research Board, Washington DC
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Guler, S.I., Menendez, M. Pre-signals for bus priority: basic guidelines for implementation. Public Transp 7, 339–354 (2015). https://doi.org/10.1007/s12469-015-0104-9
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DOI: https://doi.org/10.1007/s12469-015-0104-9