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

Table 5

Detailed traffic signal timing results for the off 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		118.0	182.8		300.8	0.392	1920.8	0.1566	0.0/16.1	3.3/16.7	4.861	4.862	5.023	5.189
	2			82.2	227.0	309.2	0.734	1973.9	0.1566			4.997	4.998	5.075	5.192
2	1			152.0	100.0	252.0	0.603	1780.7	0.1415	40.6/9.8	45.1/10.7	4.505	4.500	4.830	4.937
	2				290.8	290.8	0.000	2055.0	0.1415			5.199	5.193	5.033	5.205
	3	32.5			254.2	286.7	0.113	2026.3	0.1415			5.125	5.120	5.023	5.023
	4	258.5				258.5	1.000	1826.7	0.1415			4.621	4.616	5.062	5.023
3	1	89.9			175.0	264.9	0.661	1833.6	0.1445	22.1/12.5	26.0/13.1	4.547	4.547	4.831	4.147
	2	163.1	128.0			291.1	0.440	2014.3	0.1445			4.996	4.996	4.835	4.914
4	1	178.0	89.0			267.0	0.667	1767.7	0.1510	56.4/11.6	61.8/10.5	4.643	4.783	4.886	5.167
	2		310.4			310.4	0.000	2055.0	0.1510			5.398	5.560	5.190	5.869
	3		303.6	6.1		309.7	0.020	2050.0	0.1510			5.386	5.548	5.166	6.015
	4			275.9		275.9	1.000	1826.7	0.1510			4.798	4.942	5.021	5.192

: the optimal cycle length refined from Max RC result is 74.0 s; : the optimal cycle length refined from Min total delay result is 75.0 s.