Implementing Estimation of Capacity for Freeway Sections

Table 6

Estimation result of the capacity distribution for the inside lane.

𝐼𝑗=[𝑎𝑗−1,𝑎𝑗)	𝑑𝑗	𝑁𝑗	𝑞(𝑗)	𝑝𝑗=1−𝑞(𝑗)	𝑃(𝑗)
[1740, 1790)	2	200	0.010	0.990	0.990
[1790, 1840)	1	198	0.005	0.995	0.985
[1840, 1890)	9	197	0.046	0.954	0.940
[1890, 1940)	11	188	0.059	0.941	0.885
[1940, 1990)	22	177	0.124	0.876	0.775
[1990, 2040)	38	155	0.245	0.755	0.585
[2040, 2090)	43	117	0.368	0.632	0.370
[2090, 2140)	28	74	0.378	0.622	0.230
[2140, 2190)	22	46	0.478	0.522	0.120
[2190, 2240)	15	24	0.625	0.375	0.045
[2240, 2290)	5	9	0.556	0.444	0.020
[2290, 2340)	3	4	0.750	0.250	0.005
[2340, 2390)	1	1	1.000	0.000	0.000
>2390		0