e) Chapter 5 Traffic Control at Single Intersection Delay Cumulative intersection delay ehicles (i) N declive =sape=v control delay uniform delay initial queue delay Debito Arriving random delay le≠ SSpe= aggregate delay chegad as Debito- pedestrian delay de anting partidas Capacity tG Number of stops Queue length saturation degreeDelay intersection delay control delay uniform delay initial queue delay random delay aggregate delay pedestrian delay Capacity Number of stops Queue length saturation degree declive = s declive = q Débito de chegadas Débito de partidas N t Chapter 5 Traffic Control at Single Intersection