Research Article

The Effect of the Number of Right-Turn and Left-Turn Lanes on the Performance of Undersaturated Signalized Intersections

Table 1

Studies related to signalized intersections.

Study (year)Movement typeHCM checkedEvaluation methodsTraffic parametersProposed modelGeometric parametersRight-turn channelized
SimulationProbabilityQueueDelayv/c

Kikuchi et al. (2004) [2]Left-turn laneLength of left-turn lane
Qi et al. (2007) [21]Length of left-turn lane
Yin et al. (2010) [22]CORSIMLength of left-turn lane
Kikuchi and Kronprasert (2010) [23]Monte Carlo method and VISSIMLength of left-turn lane
Reynolds et al. (2010) [24]VISSIMLength of left-turn lane
DYNASMART
Guo et al. (2011) [8]Length of left-turn lane
Yin et al. (2011) [25]VISSIMLength of left-turn lane
Qi et al. (2012) [26]HSC+Length of left-turn lane
Synchro
VISSIM
SimTraffic
Yao and Michael Zhang (2013) [11]VISSIMLength of left-turn lane
Yao (2016) [27]Length of left-turn lane
Ma et al. (2017) [28]VISSIMNumber of left-turn lane in waiting area
Liu et al. (2018) [3]VISSIMLength of left-turn lane
Zheng et al. (2020) [18]VISSIMLength of left-turn lane
Guo et al. (2021) [15]VISSIMLength of left-turn lane
Kikuchi & Kronprasert (2008) [29]Right-turn laneLength of right-turn lane
Macfarlane et al. (2011) [30]Synchro (SimTraffic)
Chen et al. (2012) [31]VISSIM
Chen et al. (2013) [32]
Farivar et al. (2016) [9]VISSIMLength of right-turn lane
Farivar et al. (2017) [9]VISSIMLength of right-turn lane
Li et al. (2019) [33]VISSIM
Kikuchi et al. (2007) [34]Right turn, left turn, and throughVISSIMLength of right-turn and left-turn lane
Li and Elefteriadou (2013) [17]CORSIM
Shatnawi et al. (2018) [19]VISSIM