Research Article
A Node Model Capturing Turning Lane Capacity and Physical Queuing for the Dynamic Network Loading Problem
Table 2
Capacities of turning lanes at intersection entrance.
| Link number | Turn direction and downstream link | Capacity (pcu/h) |
| a | Right turn c | 1500 | b | Left turn e | 1600 | c | Left turn f | 900 | Through j | 950 | d | Right turn g | 900 | Left turn i | 305 | Through k | 315 | e | Left turn h | 329 | Through l | 880 | f | Left turn k | 265 | Through g | 507 | g | Left turn l | 907 | h | Right turn k | 917 | Through i | 362 | i | Right turn j | 1700 | j | Right turn m | 1800 | l | Left turn n | 1750 |
|
|