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

Table 2

Characteristic parameters of each section.

Section	Free travel time (s)	Single-lane capacity (pcu )	Number of lanes
1–2	95	650	4
2–1	95	650	4
3–1	55	700	3
1–3	55	700	3
2–3	41	700	3
3–2	41	700	3
4–2	55	650	4
2–4	55	650	4
4–3	95	700	3
3–4	95	700	3