Despite the increasing use of continuous-flow intersections (CFIs) to contend with the congestion caused by heavy through and left-turn traffic flows, a reliable and convenient tool for the traffic community to identify potential deficiencies of a CFI’s design is not yet available. This is due to the unique geometric feature of CFI, which comprises one primary intersection and several crossover intersections. The interdependent relationship between traffic delays and queues at a CFI with five closely spaced intersections cannot be fully captured with the existing analysis models, which were developed primarily for conventional intersections. In response to such a need, this study presents a comprehensive analysis for the overall CFI delay, identifies the potential queue spillback locations, and develops a set of planning-stage models for the CFI design geometry. To facilitate the application of these proposed models, this paper also includes a case study of a CFI at the intersection of MD 4 and MD 235 constructed by the Maryland State Highway Administration.
Development of Planning-Stage Models for Analyzing Continuous Flow Intersections
Journal of Transportation Engineering ; 139 , 11 ; 1124-1132
20.06.2013
92013-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Development of Planning-Stage Models for Analyzing Continuous Flow Intersections
Online Contents | 2013
|Development of Planning-Stage Models for Analyzing Continuous Flow Intersections
Online Contents | 2013
|Development of Planning-Stage Models for Analyzing Continuous Flow Intersections
British Library Online Contents | 2013
|Online Contents | 1994
|Development of signal optimization models for asymmetric two-leg continuous flow intersections
Online Contents | 2017
|