Implementing Estimation of Capacity for Freeway Sections

Table 8

Estimation result of the capacity distribution for the shoulder lane.

𝐼𝑗=[𝑎𝑗−1,𝑎𝑗)	𝑑𝑗	𝑁𝑗	𝑞(𝑗)	𝑝𝑗=1−𝑞(𝑗)	𝑃(𝑗)
[1700, 1840)	11	198	0.056	0.944	0.944
[1840, 1890)	28	187	0.150	0.850	0.803
[1890, 1940)	28	159	0.176	0.824	0.662
[1940, 1990)	59	131	0.450	0.550	0.364
[1990, 2040)	59	72	0.819	0.181	0.066
[2040, 2090)	9	13	0.692	0.308	0.020
[2090, 2140)	4	4	1.000	0.000	0.000
>2140		0