Table 6: Optimization of traffic signal timing plan by Webster’s method.

Phase	Movements	Flow Rate(vph)	Saturation Flow Rates si (veh/h)	ci(v/s)	Copt(s)	Effective Green Time (s)
T1	EB-T	2712	7600	0.357	153	60
T2	WB-L	466	3800	0.123		21
T3	SB-T	583	1900	0.307		52
T4	NB-L	91	3800	0.024		4
SUM (v/s)ci				0.810