Optimization of the Reversible Lane considering the Relationship between Traffic Capacity and Number of Lanes

Table 4

Route travel time before and after optimization.

OD pair	Route/in node order	Route travel time/s			Total time/s
		Before	After	Difference	Before	After	Difference
(1,4)	1–2–4	186.8	155.5	−31.3	851808	709080	−142728
	1–2–3–4	270.8	238.6	−32.2
	1–3–4	186.8	155.5	−31.3
	1–3–2–4	186.8	155.5	−31.3
(4,1)	4–2–1	150.1	154.6	4.5	136591	140686	4095
	4–2–3–1	151.3	155.2	3.9
	4–3–1	150.1	154.6	4.5
	4–3–2–1	232.9	237.2	4.3
(2,3)	2–3	41.2	41.8	0.6	32136	32604	468
	2–4–3	166.7	155.0	−11.7
	2–1–3	167.3	155.0	−12.3
(3,2)	3–2	42.9	41.4	−1.5	48477	46782	−1695
	3–1–2	150.1	154.6	4.5
	3–4–2	169.5	155.1	−14.4