Risk Analysis of Vehicle Rear-End Collisions at Intersections

Table 1

Key parameters of the observed intersections.

Description		Lvyuan Road	Anhong Road
Geometry parameters	Intersection layout	“T”	“T”
	Width of intersection	45 m	42 m
	Adjacent bound level	Low	Low
	Adjacent land use	University	Factory
	Number of through lanes (westbound)	5	4 (include 1 through-right lane)
	Lane length	3 m	3 m
	Pedestrian crossing	Yes	Yes
Signal timings	Cycle	72 s	90 s
	No. of phases	3 s	3 s
	Yellow time	3 s	3 s
	Flash green	3 s	3 s
	Transition signal	Green countdown	Green countdown
		(i) Flash green-amber	(i) Flash green-amber
Traffic management	RLC installation	Yes	No
	Posted speed limit	80 km/h	80 km/h
Traffic flow	Flow composition	Percentage of car is 54%	Percentage of car is 59%
	Traffic volume	719 pcu/h	748 pcu/h