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In this chapter measure of effectiveness at signalized intersection are
explained in terms of delay.
Different forms of delay like stopped time delay, approach delay, travel delay,
time-in-queue delay and control delay are explained.
Types of delay like uniform delay, random delay and overflow delay are
explained and corresponding delay models are also explained above.
Inconsistency between delay models at v/c=1.0 is explained in the above section
and the solution to the inconsistency, delay model proposed by Akcelik is
explained.
At last HCM 2000 delay model is also explained in this section.
From the study, various form of delay occurring at the intersection is
explained through different models, but the delay calculated using such models
may not be accurate as the models are explained on the theoretical basis only.
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