This paper is focussed on improving pedestrian crossing facilities through better control methods. Options for improving pedestrian crossing facilities through advances in traffic signal and vehicle and pedestrian detection equipment were discussed by Hounsell et al (3). A number of different traffic control strategies were considered in these studies. Some of these were aimed at improving existing facilities without the need for any new controller or detection equipment. These improvements were based on ensuring that signal control parameters are set to appropriate values for the prevailing traffic and pedestrian flow levels. The studies also considered new traffic signal control strategies that would require some modifications to the exis...
The DRIVE II project VRU-TOO (Vulnerable Road User Traffic Observation and Optimization) carried out...
Traditional signal timing policies have typically prioritized vehicles over pedestrians at intersect...
1985Fegan, John C.PDFTech ReportFHWA-RD-83-102DTFH61-80-C-00145Pedestrian clearance interval (Traffi...
The paper is focussed on improving pedestrian crossing facilities through better control methods. Op...
Signalised pedestrian crossings on busy urban street are used to facilitate the time-sharing of road...
As cities and communities nationwide seek to develop Complete Streets that foster livability and acc...
Designers and traffic engineers have to make decisions on selecting a pedestrian treatment whenever ...
Final report; Aug. 2010-June 2012.PDFTech ReportKLK720N12-04DTRT07-G-0056PedestriansHuman factorsPed...
The main objective of the study was to verify the effectiveness of active pedestrian crossings equip...
International comparative research was undertaken to establish the relationship between the existenc...
AbstractIn order to reduce the effect on vehicles in the major road and shorten the waiting time of ...
The main objective of the study was to verify the effectiveness of the active pedestrian crossings e...
The DRIVE II project VRU-TOO (Vulnerable Road User Traffic Observation and Optimization) carried out...
In the UK, the Puffin crossing has provision to extend pedestrian green time for those who take long...
Pedestrians, like drivers, generally dislike congestion. This is true for most pedestrian environmen...
The DRIVE II project VRU-TOO (Vulnerable Road User Traffic Observation and Optimization) carried out...
Traditional signal timing policies have typically prioritized vehicles over pedestrians at intersect...
1985Fegan, John C.PDFTech ReportFHWA-RD-83-102DTFH61-80-C-00145Pedestrian clearance interval (Traffi...
The paper is focussed on improving pedestrian crossing facilities through better control methods. Op...
Signalised pedestrian crossings on busy urban street are used to facilitate the time-sharing of road...
As cities and communities nationwide seek to develop Complete Streets that foster livability and acc...
Designers and traffic engineers have to make decisions on selecting a pedestrian treatment whenever ...
Final report; Aug. 2010-June 2012.PDFTech ReportKLK720N12-04DTRT07-G-0056PedestriansHuman factorsPed...
The main objective of the study was to verify the effectiveness of active pedestrian crossings equip...
International comparative research was undertaken to establish the relationship between the existenc...
AbstractIn order to reduce the effect on vehicles in the major road and shorten the waiting time of ...
The main objective of the study was to verify the effectiveness of the active pedestrian crossings e...
The DRIVE II project VRU-TOO (Vulnerable Road User Traffic Observation and Optimization) carried out...
In the UK, the Puffin crossing has provision to extend pedestrian green time for those who take long...
Pedestrians, like drivers, generally dislike congestion. This is true for most pedestrian environmen...
The DRIVE II project VRU-TOO (Vulnerable Road User Traffic Observation and Optimization) carried out...
Traditional signal timing policies have typically prioritized vehicles over pedestrians at intersect...
1985Fegan, John C.PDFTech ReportFHWA-RD-83-102DTFH61-80-C-00145Pedestrian clearance interval (Traffi...