Add to ORKGIn this feature, a pavement marking countermeasure is proposed for signalized intersection to assist drivers in making a clear stop/go decision at the onset of the yellow change interval. to test the effectiveness of the countermeasure, a driving simulator expirement was conducted to compare driving behavior at intersections with and without the marking
An evaluation was performed of special X-box pavement marking configurations at railroad-highway gra...
5307034PDFTech ReportVHTRC 75-R67VirginiaVirginia Transportation Research CouncilShepard, Frank DVir...
Driver understanding of the current U.S. system of yellow-white pavement markings was assessed throu...
In this feature, a pavement marking countermeasure is proposed for signalized intersection to assist...
In this feature, a pavement marking countermeasure is proposed for signalized intersections to assis...
When drivers are approaching a signalized intersection at the onset of yellow signal, they may hesit...
When drivers are approaching a signalized intersection at the onset of yellow signal, they may hesit...
At the onset of the yellow phase of signalized intersections, the approaching drivers may hesitate t...
When drivers approach a signalized intersection at the start of the yellow signal, they might be rel...
The main objective of this driving simulator study is to analyze the behavior of the driver at the s...
The Type II dilemma zone describes the road segment to a signalized intersection where drivers have ...
When approaching a signalized grade crossing, drivers may run the red light due to the absence of ye...
213892043Final report.PDFTech ReportVHRC 73-R55Deceleration lanesEdge linesVirginiaVirginia Transpor...
In the United States, intersections are among the most frequent locations for crashes. One of the ma...
An unprotected (permitted) right-turn is when a driver is allowed to make a right turn and merge wit...
An evaluation was performed of special X-box pavement marking configurations at railroad-highway gra...
5307034PDFTech ReportVHTRC 75-R67VirginiaVirginia Transportation Research CouncilShepard, Frank DVir...
Driver understanding of the current U.S. system of yellow-white pavement markings was assessed throu...
In this feature, a pavement marking countermeasure is proposed for signalized intersection to assist...
In this feature, a pavement marking countermeasure is proposed for signalized intersections to assis...
When drivers are approaching a signalized intersection at the onset of yellow signal, they may hesit...
When drivers are approaching a signalized intersection at the onset of yellow signal, they may hesit...
At the onset of the yellow phase of signalized intersections, the approaching drivers may hesitate t...
When drivers approach a signalized intersection at the start of the yellow signal, they might be rel...
The main objective of this driving simulator study is to analyze the behavior of the driver at the s...
The Type II dilemma zone describes the road segment to a signalized intersection where drivers have ...
When approaching a signalized grade crossing, drivers may run the red light due to the absence of ye...
213892043Final report.PDFTech ReportVHRC 73-R55Deceleration lanesEdge linesVirginiaVirginia Transpor...
In the United States, intersections are among the most frequent locations for crashes. One of the ma...
An unprotected (permitted) right-turn is when a driver is allowed to make a right turn and merge wit...
An evaluation was performed of special X-box pavement marking configurations at railroad-highway gra...
5307034PDFTech ReportVHTRC 75-R67VirginiaVirginia Transportation Research CouncilShepard, Frank DVir...
Driver understanding of the current U.S. system of yellow-white pavement markings was assessed throu...