An expression is derived for the optimum offset between two successive intersections with minimum delay as a criteria. The method of joint curvi‐linear multivariable regression analysis is used. The expression gives a good fit when compared to the simulated results. The derived expression can be applied to most situations and it is particularly useful on artery roads leading to a city centre where the effects of closed path can be ignored.
A model for optimum offset between two signalized intersections
Transportation Planning and Technology ; 11 , 2 ; 149-162
1986-08-01
Article (Journal)
Electronic Resource
Unknown
Engineering Index Backfile | 1968
|The potential of signalized offset T-intersections to accommodate new developments
DOAJ | 2023
|Revisiting Delay Model of Signalized Intersections
British Library Conference Proceedings | 2010
|Flow saturation model for signalized intersections
Tema Archive | 1998
|Signalized Intersections and Networks
Springer Verlag | 2013
|