The total cycle time of an intersection is 60 seconds, the green time for the phase is 27 seconds nd the corresponding yellow time is 4 seconds. If the saturation headway is 2.4 seconds/ ehicle, the startup lost time is 2 seconds/phase and the clearance lost time is 1 second/phase hen the capacity of the movement is a) 1500 veh/hr/lane =) 500 veh/hr/lane (b) 700 veh/hr/lane (d) 300 veh/hr/lane
The total cycle time of an intersection is 60 seconds, the green time for the phase is 27 seconds nd the corresponding yellow time is 4 seconds. If the saturation headway is 2.4 seconds/ ehicle, the startup lost time is 2 seconds/phase and the clearance lost time is 1 second/phase hen the capacity of the movement is a) 1500 veh/hr/lane =) 500 veh/hr/lane (b) 700 veh/hr/lane (d) 300 veh/hr/lane
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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