![]() Figure 5-1 Users and the actuated signal timing parameters that determine phase length.Table 5-12 Gap reduction parameter values.Table 5-11 Minimum gap duration for presence mode detection.Table 5-10 Passage time duration for presence mode detection.Table 5-8 Pedestrian walk interval duration.Table 5-7 Duration of change period intervals.Table 5-6 Maximum green duration as a function of cycle length and volume.Table 5-5 Example values for maximum green duration.Table 5-4 Typical minimum green interval duration needed to satisfy queue clearance.Table 5-3 Typical minimum green interval duration needed to satisfy driver expectancy.Table 5-2 Factors considered when setting the minimum green interval.Relationship between intersection operation and control type 5.6 Detection Configuration and Parameters.5.3.2 Vehicular Change and Clearance Intervals. ![]() 5.3 Phase Intervals and Basic Parameters.5.2 Modes of Traffic Signal Operation and Their Use.5.0 BASIC SIGNAL TIMING PROCEDURE AND CONTROLLER PARAMETERS.CHAPTER 5 BASIC SIGNAL TIMING PROCEDURE AND CONTROLLER PARAMETERS TABLE OF CONTENTS
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