Implementing Estimation of Capacity for Freeway Sections

Table 7

Estimation result of the capacity distribution for the median lane.

𝐼𝑗=[𝑎𝑗−1,𝑎𝑗)	𝑑𝑗	𝑁𝑗	𝑞(𝑗)	𝑝𝑗=1−𝑞(𝑗)	𝑃(𝑗)
[1720, 1770)	1	203	0.005	0.995	0.995
[1700, 1750)	3	202	0.015	0.985	0.980
[1750, 1800)	7	199	0.035	0.965	0.946
[1800, 1850)	11	192	0.057	0.943	0.891
[1850, 1900)	24	181	0.133	0.867	0.773
[1900, 1950)	39	157	0.248	0.752	0.581
[1950, 2000)	41	118	0.347	0.653	0.379
[2000, 2050)	30	77	0.390	0.610	0.232
[2050, 2100)	29	47	0.617	0.383	0.089
[2100, 2150)	8	18	0.444	0.556	0.049
[2150, 2200)	3	10	0.300	0.700	0.034
[2200, 2250)	6	7	0.857	0.1423	0.005
[2250, 2300)	1	1	1.000	0.000	0.000
>2300	0	0