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Behind the Scenes: Traffic Signal Timing

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Warrants. Traffic counts. Engineering study. Types of Traffic Signals. Non-coordinated. Far away from other signals. Operates independently ... – PowerPoint PPT presentation

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Title: Behind the Scenes: Traffic Signal Timing


1
Behind the Scenes Traffic Signal Timing
2
Traffic Signal Control
  • Why put in a traffic signal?
  • To improve safety
  • To improve traffic flow
  • Warrants
  • Traffic counts
  • Engineering study

3
Types of Traffic Signals
  • Fixed Time
  • Uses historical data
  • Less efficient
  • Traffic Actuated
  • Responds to traffic
  • More efficient
  • Non-coordinated
  • Far away from other signals
  • Operates independently
  • Coordinated
  • Close to other signals
  • Operates with other signals

4
Traffic Signal Equipment
  • Traffic signals
  • Vehicle and pedestrian detectors
  • Controller cabinet
  • Controller

5
Traffic Signals
6
Vehicle Detectors
7
Controller Cabinet
8
Traffic Signal Controller
9
Traffic Signal Settings
  • Objective
  • Minimize vehicle stops
  • Minimize delay
  • Speak the language
  • Phases
  • Cycle length
  • Bandwidth
  • etc...

10
Phases
  • Phase
  • A traffic signal indication that controls the
    movement of one or more traffic movements.
  • Phase Numbers

11
Phase Times
  • The phase time is the number of seconds that the
    phase is on.
  • While a phase is on, it goes through 3 intervals
  • Green (cannot be less than 5 seconds)
  • Yellow (4 seconds)
  • Red (1 second)
  • While a phase is not on, it stays in ?Red.

12
Non-Conflicting Phases
  • Phases that can run at the same time without
    causing problems in the intersection - e.g., two
    vehicles trying to go to the same place.
  • Example phases 1 5 or phases 3 8

13
Phase Sequence
  • Fixed sequence in which phases follow each other.
  • E.g. 15?16?26?38?47?15

4
7
6
1
5
2
3
8
14
Cycle Length
  • Time it takes to cycle through the phase
    sequence.
  • All movements have a chance to go through the
    intersection during a cycle.
  • Rule of Thumb Minimum 60 seconds
  • Rule of Thumb Maximum 180 seconds.

15?16?26?38?47?15 ?16
1 cycle
15
Time Budget
  • Have to budget cycle time to phases.
  • E.g. 15?16?26?38?47

1 Cycle
16
Traffic Volumes
Volumes in Vehicles Per hour Assume one lane in
each direction.
150
350
800
400
200
800
450
150
17
Easy Timing of a Traffic Signal
  • 1. Add up the total number of vehicles that go
    through the intersection in each lane in an hour.
  • 2. Select the critical volume for each phase.
    Critical volume is the largest lane volume for a
    phase that must go through the intersection
    during the hour.
  • 3. Calculate the total critical volume by adding
    the phase critical volumes.
  • 4. Determine the percentage of total critical
    volume for each phase.
  • 5. Multiply that percentage by the cycle length
    to get the number of seconds for those movements
    - assuming 2 phases.

18
Timing Example
  • Assumptions
  • volumes in vehicles per hour
  • one lane in each direction
  • 2-phase cycle

19
Timing Example - Step 1
Total Volume per Lane
500
1200
1000
600
20
Timing Example - Steps 2 3
Critical Volume for each Phase Total Critical
Volume
500
1200
1800
1000
600
21
Timing Example - Step 4
Phase Percent of Total Critical Volume
67
33
22
Timing Example - Step 5
Phase 40 53 67 80 93 107
Cycle Length 60 80 100 120 140 160
Phase 20 27 33 40 47 53
66
33
23
Timing of a Traffic Signal
  • You can divide the allotted time up to handle
    exclusive left turns.
  • Phases can overlap.
  • You can have exclusive/permissive phases.
  • Dont forget the red and yellow.

24
Magic Numbers
  • Headway In a normal lane, vehicles cross the
    stop line every 2 seconds when discharging from a
    queue.
  • Headway increases by 2 for each 1 ft decrease in
    lane width.
  • Lost time About 5 seconds of the phase time is
    needed to start and stop the traffic stream.

25
Lane Layout
  • Normal lanes are 12 ft wide.
  • Left turn movements usually have their own
    lane(s).
  • Lanes typically not narrower than 10 ft.
  • Curb lanes may be wider for bicycles, trucks,
    drainage.

26
The Exercise
  • Given
  • Intersection geometry
  • Traffic volumes
  • Determine
  • Lane layout
  • Phase sequence
  • Phase times (and cycle length)
  • Estimate traffic performance (extra credit)

27
Intersection Geometry
28
Traffic Volumes
Volumes in vehicles per hour
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