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Traffic Signal Timing

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Pedestrian Clearance Interval

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Time for pedestrians to finish crossing

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Traffic Signal Timing

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Purpose and strategy of coordinated traffic flow

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Split Phasing

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Dividing signal phases for conflicting movements

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Yellow Change Interval

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Transition time between green and red phases

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Cycle Length (C)

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The time for one complete sequence of signal phases

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Lead-Lag Phasing

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Order of protected left turns in relation to through traffic

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Adaptive Signal Control

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Dynamic adjustment of signal timings

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Signal Preemption

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Intervening in normal signal operation for priority

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Time of Day Signal Plans

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Signal timing schedules based on expected traffic patterns

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Signal Priority

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Modifying signal timing to benefit specific vehicles

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Flash Mode Operations

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Use of flashing signal lights during off-peak hours

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Lane-Use Control Signals

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Signals that indicate which lanes are available for use

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Minimum Green Time

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Shortest allowable green time for a phase

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Vehicle Detection Methods

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Techniques to sense vehicles at intersections

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Offset

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Time difference between the green phases of adjacent signals

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Actuated Signal Control

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Signal timing changes based on traffic detection

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Maximum Green Time

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Longest allowable green time for a phase

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Phase Sequence

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The order of signal phases

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Intersection Capacity

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Maximum vehicle volume an intersection can handle

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Traffic Signal Warrants

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Criteria for evaluating the need for traffic control

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All-Red Clearance Interval

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Brief period when all directions have red signal

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Green Split (g/C)

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The portion of cycle time allocated to a movement

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Coordinated Signal System

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Linking traffic signals to operate in a sequence

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Pedestrian Walk Interval

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Time for pedestrians to begin crossing

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Traffic Responsive Plan Selection

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Choosing signal timing plans to match current traffic conditions

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