
TDC Ultra User’s Manual
9-6
Use at Signalized Intersections
This study is specifically designed for intersections controlled by stop signs,
but it may appear the procedure would work just as well at signalized in-
tersections. To some extent this is true. There are two limitations with this
procedure at signalized intersections:
1. If the queues that build up are very long, it is very difficult to tell
precisely when a vehicle stops, or even see the vehicles at all. The algo-
rithm used to calculate the delays breaks down quickly if the operator
misses a few vehicles.
2. It is not obvious what to do with vehicles that don't experience any
delay at all, i.e. they arrive at the intersection during the green phase.
(All cars stop, to some degree, at Stop Signs.) You can ignore them
completely, but then your total approach volume (which may or not be
important) is wrong; or you can press the Stop and Go keys in sequence
very quickly and say that each of the vehicles experienced a minimum
amount of delay. This tends to distort the average delay per vehicle
calculation in the analysis.
If these limitations do not affect your study, or if the other Delay study in
the TDC Ultra, (which works best on large, busy signalized intersections),
isn't appropriate for some reason, then go for it!
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