Signal Timing Optimization for Transit Priority at Near-Saturated Intersections

Table 4

Largest queue length.

Queue length (m)	M1	M2	M3	M4	M5	M6	M7	M8
Proposed method	77.2	81.7	126.0	68.4	62.5	94.5	118.5	66.8
Traditional method A	77.2	80.5	130.5	74.1	62.5	94.5	122.7	66.8
Traditional method B	77.2	80.8	130.2	72.2	62.5	94.5	122.5	65.4

Note: M = movement.