Implementing Estimation of Capacity for Freeway Sections

Table 1

Lifetime table for capacity analysis.

𝐼𝑗=[𝑎𝑗−1,𝑎𝑗)	𝑑𝑗 traffic breakdown occurred in 𝐼𝑗	𝑁𝑗=𝑛−𝑑1−⋯−𝑑𝑗−1	𝑞(𝑗)=𝑑𝑗/𝑁𝑗	𝑃𝑗=1−𝑞(𝑗)	𝑃(𝑗)
[𝑎0,𝑎1)	𝑑1	𝑁1	𝑞(1)	𝑃1	𝑃(1)
[𝑎1,𝑎2)	𝑑2	𝑁2	𝑞(2)	𝑃2	𝑃(2)
⋮	⋮	⋮	⋮	⋮	⋮