Refining Lane-Based Traffic Signal Settings to Satisfy Spatial Lane Length Requirements

Table 6

Detailed traffic signal timing results for the evening peak period.

From leg; i	Lane; k	To leg j (allocated; lane flow, pcu/h)				Total lane; flow; (pcu/h)	Turning; proportion	Saturation; flow; (pcu/h)	Flow; factor	Start of green/duration; of green		Maximum queue length; (pcu)		Simulated maximum queue length from VISSIM (pcu)
		1	2	3	4					Refined; from; Max RC	Refined; from; Min total; delay	Refined; from; Max RC	Refined; from; Min total; delay	Refined; from; Max RC	Refined; from; Min total; delay
1	1		131.0	140.0		271.0	0.483	1900.2	0.1426	0.0/16.4	1.4/17.8	4.803	4.805	4.927	5.115
	2			79.0	203.0	282.0	0.720	1977.1	0.1426			4.998	5.000	5.131	4.988
2	1			140.0	46.3	186.3	0.751	1750.6	0.1064	38.8/7.8	40.7/7.9	3.742	3.836	3.933	4.033
	2				218.7	218.7	0.000	2055.0	0.1064			4.393	4.503	4.008	4.110
	3	7.6			210.1	217.7	0.035	2046.1	0.1064			4.373	4.483	3.937	4.037
	4	194.4				194.4	1.000	1826.7	0.1064			3.905	4.003	3.984	4.085
3	1	74.3			198.0	272.3	0.727	1819.6	0.1496	52.6/21.4	54.6/22.8	4.450	4.450	4.894	4.855
	2	207.7	98.0			305.7	0.321	2043.1	0.1496			4.996	4.995	4.915	5.075
4	1	172.0	47.3			219.3	0.784	1744.0	0.1257	22.4/10.4	25.2/9.5	4.244	4.418	3.970	4.071
	2		258.4			258.4	0.000	2055.0	0.1257			5.001	5.206	4.998	5.125
	3		258.4			258.4	0.000	2055.0	0.1257			5.001	5.206	4.866	4.989
	4			188.0		188.0	1.000	1826.7	0.1029			3.638	3.788	3.986	4.041

: the optimal cycle length refined from Max RC result is 80.0 s; : the optimal cycle length refined from Min total delay result is 82.0 s.