Simulation-Based Evaluation of Variation in Left-Turn Paths in the Coordinated Intersection Management

Table 3

Estimated delay increase due to left-turn path divergence.

Traffic demand (veh/h/lane)	500	600	700	800	900
Total increased delay (sec)	16.19	19.41	26.18	34.52	40.06
Decreased intersection throughput (veh/h)	31.66	45.54	71.67	108.01	141.02