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- W2355877515 abstract "Amber timing design plays an significant role in the safety and efficiency of intersections.However,the purpose of amber interval in a signal cycle is not clearly defined in the current traffic regulations.The lack of uniform design method for amber light causes lots of confusions in traffic operation and enforcement in China.This paper analyzes drivers’behavior,vehicle movement and how to make a stop-or-go decision when vehicles approaching the stop line during amber interval.By discussing the causes of the dilemma zone,the paper outlines how to eliminate the dilemma zone by properly design the duration of amber interval.It is suggested that amber interval should be neither too long,nor too short.Based on the comparison of calculation methods for amber interval in Germany,U.S and Japan,the paper develops a calculation method based on the consideration of the unique traffic situation in China.Particularly,it is proposed that the minimum amber interval should be 3s for speed limit below 40 km/h,and 4s for speed limit between 40 km/h and 70 km/h.The paper also suggests to modify the current traffic regulation on amberlight definition so that on-set of a amber interval Vehicles approaching the stop-line should be able to stop if they can do so safely,or to across the stop-line before red light starts." @default.
- W2355877515 created "2016-06-24" @default.
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- W2355877515 date "2010-01-01" @default.
- W2355877515 modified "2023-09-24" @default.
- W2355877515 title "Amber Interval Design at Urban Signalized Intersections" @default.
- W2355877515 hasPublicationYear "2010" @default.
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