A Comparative Study on Drivers’ Stop/Go Behavior at Signalized Intersections Based on Decision Tree Classification Model

Table 1

Characteristics and conditions of the investigated intersections.

Intersections	Cao’an Rd. and Jiasongbei Rd.	Cao’an Rd. and Xiangjiang Rd.	Cao’an Rd. and Caofeng Rd.	Siping Rd. and Dalian Rd.	Rende Rd. and Jipu Rd.
Speed limit	80 km/h		50 km/h
Observed approaches	East-bound	East-bound	West-bound and east-bound	East-bound	North-bound
Lane layout	L-T-T-T-R	L-T-T-T-R	L-T-T-T-R	L-L-T-TR	L-TR
Size	72 m	72 m	48 m	64 m	40 m
Cycle length	161 s	160 s	104 s	200 s	86 s
Number of phases	4	4	3	4	2
Green time	38 s	45 s	45 s	77 s	45 s
FG	3 s	3 s	3 s	3 s	3 s
Y	3 s	3 s	3 s	3 s	3 s
All-red time	1 s	1 s	1 s	2 s	1 s
First-to-go vehicles	201	153	303	112	33
(Passenger cars/trucks)	(156/45)	(119/34)	(203/100)	(103/9)	(28/5)
Last-to-stop vehicles	156	101	272	75	53
(Passenger cars/trucks)	(111/45)	(77/24)	(175/97)	(68/7)	(37/16)

Note: L = exclusive left-turn lane; T = through-ahead lane; R = exclusive right-turn lane; TR = shared through and right-turn lane.