Table 2 Simulation results of Optimal Control of Displaced Left-turn Organization.

From: Research on optimal control design of displaced left turn signal at one two way and three one way traffic intersections

Vehicle routing

Average vehicles delay(s)

Average stopping time(s)

Average queue length(m)

Maximum queue length(m)

West inlet straight ahead

14.15

6.95

11.91

53.11

North inlet straight ahead

7.60

2.87

7.76

61.12

North inlet turn left

15.11

6.51

8.46

59.42

East inlet turn left

12.40

6.78

8.96

47.06

intersection

9.93

4.37

  
Back to article page