All-Way Stop-Controlled (AWSC) intersections are used widely. Capacity of vehicular traffic streams at AWSC intersections has been studied. This paper provides an improved procedure or model for determining AWSC intersection capacity based on traffic conflicts, for intersections with shared lanes, short lanes, and flared entries. The developed model was calibrated for conditions in China and can also assess the influence of non-motorized road users. The model results suggest that impact of non-motorized users on capacity of vehicular traffic can be appreciable.
Capacity of All-Way Stop-Controlled Intersections Derived by Conflict Technique
First International Symposium on Transportation and Development Innovative Best Practices ; 2008 ; Beijing, China
2008-04-04
Conference paper
Electronic Resource
English
Capacity at All-Way Stop-Controlled Intersections Derived by Conflict Technique
British Library Conference Proceedings | 2008
|Capacity of Multilane All-Way Stop-Controlled Intersections Based on the Conflict Technique
Transportation Research Record | 2011
|Capacity of Multilane All-Way Stop-Controlled Intersections Based on the Conflict Technique
Online Contents | 2011
|Capacity at Unsignalized Intersections Derived by Conflict Technique
Online Contents | 2001
|Capacity at Unsignalized Intersections Derived by Conflict Technique
Transportation Research Record | 2001
|