Comparative Analysis of Optimization Models for Paired Intersections with Left-Turn Bays

Table 4

Signal timing plans for traffic simulation.

Test	Intersection	G1 (s)	G2 (s)	G3 (s)	G4 (s)	G5 (s)	G6 (s)	G7 (s)	G8 (s)	C (s)	o (s)
1	A	13	13	13	14	13	13	13	14	73	—
	B	13	13	12	13	13	13	12	13	71	—
2	A	12	11	12	13	11	12	12	13	68	0
	B	11	12	12	13	12	11	12	13	68	62
3	A	18	19	18	20	17	20	18	20	95	—
	B	19	19	18	20	18	20	19	19	96	—
4	A	18	17	17	18	16	19	17	18	90	0
	B	17	18	17	18	17	18	17	18	90	23
5	A	21	25	21	26	21	25	21	26	113	—
	B	24	27	25	29	25	26	25	29	125	—
6	A	21	25	21	27	21	25	22	26	114	0
	B	21	24	23	26	22	23	23	26	114	102
7	A	18	19	18	20	17	20	18	20	95	—
	B	19	19	18	20	18	20	19	19	96	—
8	A	18	17	18	19	16	19	18	19	92	0
	B	17	18	18	19	17	18	18	19	92	55
9	A	21	5	21	26	21	25	21	26	113	—
	B	24	27	25	29	25	26	25	29	125	―
10	A	21	25	21	27	21	25	22	26	114	0
	B	21	24	23	26	22	23	23	26	114	91
11	A	13	13	13	14	13	13	13	14	73	—
	B	13	13	12	13	13	13	12	13	71	—
12	A	12	12	12	12	11	13	12	12	68	0
	B	11	12	12	13	12	11	12	13	68	0
13	A	21	25	21	26	21	25	21	26	113	—
	B	24	27	25	29	25	26	25	29	125	—
14	A	21	25	21	27	21	25	22	26	114	0
	B	21	24	23	26	22	23	23	26	114	110
15	A	13	13	13	14	13	13	13	14	73	—
	B	13	13	12	13	13	13	12	13	71	—
16	A	13	12	12	13	12	13	12	13	70	0
	B	12	13	12	13	13	12	12	13	70	68
17	A	18	19	18	20	17	20	18	20	95	—
	B	19	19	18	20	18	20	19	19	96	—
18	A	18	17	17	19	16	19	17	19	91	0
	B	17	18	17	19	17	18	18	18	91	34