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contributor authorMichael Hunter
contributor authorPeter Jenior
contributor authorJustin Bansen
contributor authorMichael Rodgers
date accessioned2017-05-08T22:01:53Z
date available2017-05-08T22:01:53Z
date copyrightJuly 2011
date issued2011
identifier other%28asce%29te%2E1943-5436%2E0000279.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69237
description abstractThis paper presents the analysis of traffic operations at 34 instances of yellow/red malfunction flash and nine instances of red/red malfunction flash in the Atlanta area. Malfunction flash occurs when a traffic signal’s malfunction monitoring unit detects a problem and automatically initiates a flashing operation. Many of these instances were during periods of high demand, and a high level of driver confusion was documented. The stopping rate of major-street through drivers (i.e., those facing a flashing yellow signal and not required to stop) exceeded 75% at some yellow/red flash intersections. This eliminates many of the operational benefits that yellow/red flash is generally assumed to have over red/red flash and may create a safety hazard. To predict major-street (flashing yellow) stopping rates, logit models were developed. At red/red flash intersections, 10–20% of drivers did not stop before entering the intersection; many of these drivers crept through or “piggybacked” with another vehicle.
publisherAmerican Society of Civil Engineers
titleMode of Flashing for Malfunctioning Traffic Signals
typeJournal Paper
journal volume137
journal issue7
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000236
treeJournal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 007
contenttypeFulltext


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