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