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Traffic engineering miscellaneous

Traffic Engineering

  1. A pre-timed four phase signal has critical lane flow rate for the first three phases as 200, 187 and 210 veh/hr with saturation flow rate of 1800 veh/hr/lane for all phases. The lost time is given as 4 seconds for each phases. If the cycle length is 60 seconds, the effective green time (in seconds) of the fourth phase is __________
    1. 14 to 18
    2. 12
    3. 18
    4. 14
Correct Option: A

Lost time, L = 4 × 4 = 16 s

y1 =
q1
=
200
s11800

y2 =
q2
=
187
s21800

y3 =
q3
=
210
s31800

y1 + y2 + y3 =
200 + 187 + 210
=
597
18001800

Co =
1.5L + 5
1 - y

⇒ 60 =
(1.5 × 16) + 5
  (Co = 60 s)
1 - y

∴ y = 0.517
y = y1 + y2 + y3 + y4
0.517 =
597
+ y4
1800

∴ y4 = 0.185
G =
y4
(Co - L) =
0.185
(60 - 16) = 15.745 s
y0.517



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