The computational procedures used to analyze two-way stop-controlled intersections were extended in the National Cooperative Highway Research Project 3-46 to account for a number of eects commonly observed at actual unsignalized intersections. This paper presents theoretical extensions that can account for commonly observed phenomena, such as two-stage gap acceptance when median storage is available; right-turn ‘‘sneakers’ ’ at flared minor-street approaches; non-random arrivals caused by upstream signals; impedance due to pedestrian crossings; and delay to major-street through vehicles using shared left-turn and through lanes. The individual eects are then combined into an analytical framework suitable fo
Left-turn bays are often installed on the road segment between paired intersections. Such left-turn ...
This article summarizes a research program designed to assess operating conditions through capacity ...
<div><p>Highway Capacity Manual 2010 provides various factors to adjust the base saturation flow rat...
This paper deals with the capacity of minor traffic movements across major divided four-lane roadway...
Procedures for capacity analysis of two-way stop controlled (TWSC) appeared in scientific literature...
AbstractThis paper presents an improved model for assessing capacities of vehicular movements at Two...
Gap Acceptance at Two-Way Stopped Controlled Intersections was written to develop gap acceptance val...
Gap acceptance theory based on the stochastic process is commonly used to analyze unprotected left-t...
This article summarizes a research program designed to assess operating conditions through capacity ...
The paper presents the findings of a study on the development of a capacity model for a signalized i...
AbstractAt signalized intersections, turning vehicles often use the same shared lane together with t...
Intersections are the critical zones where conflicting, merging and diverging movements influence th...
The following paper describes a stochastic extension to earlier research into a generalised determin...
Based on the gap acceptance theory, this paper analyzed running state of the intersection streams ab...
AbstractIn Highway Capacity Manual (HCM) 2010, various factors were considered to adjust the base sa...
Left-turn bays are often installed on the road segment between paired intersections. Such left-turn ...
This article summarizes a research program designed to assess operating conditions through capacity ...
<div><p>Highway Capacity Manual 2010 provides various factors to adjust the base saturation flow rat...
This paper deals with the capacity of minor traffic movements across major divided four-lane roadway...
Procedures for capacity analysis of two-way stop controlled (TWSC) appeared in scientific literature...
AbstractThis paper presents an improved model for assessing capacities of vehicular movements at Two...
Gap Acceptance at Two-Way Stopped Controlled Intersections was written to develop gap acceptance val...
Gap acceptance theory based on the stochastic process is commonly used to analyze unprotected left-t...
This article summarizes a research program designed to assess operating conditions through capacity ...
The paper presents the findings of a study on the development of a capacity model for a signalized i...
AbstractAt signalized intersections, turning vehicles often use the same shared lane together with t...
Intersections are the critical zones where conflicting, merging and diverging movements influence th...
The following paper describes a stochastic extension to earlier research into a generalised determin...
Based on the gap acceptance theory, this paper analyzed running state of the intersection streams ab...
AbstractIn Highway Capacity Manual (HCM) 2010, various factors were considered to adjust the base sa...
Left-turn bays are often installed on the road segment between paired intersections. Such left-turn ...
This article summarizes a research program designed to assess operating conditions through capacity ...
<div><p>Highway Capacity Manual 2010 provides various factors to adjust the base saturation flow rat...