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Radar-Measured Reaction Times of Unalerted Drivers to Brake Signals
62
Citations
2
References
1982
Year
RadarBrake SignalsEngineeringDriver BehaviorMeasurementSynthetic Aperture RadarBrake SignalTransportation EngineeringRadar Signal ProcessingTraffic Signal ControlCommunicationSignal DetectionDriver PerformanceSignal ProcessingStatisticsSupplemental Brake LightsActual Traffic
This article concerns the responses of drivers to brake signals in actual traffic. The data were collected in a project investigating the potential benefits of high-mounted brake lights. The responses were obtained from unalerted drivers who at the time of the trial were following behind a test car and in front of a monitoring car. The test car (a compact or a full-size) was equipped on 69% of the trials with one or two supplemental brake lights, mounted just below the rear window or at roof level. A Doppler radar antenna was mounted at the center of the front bumper of the monitoring car. The radar monitored changes in the speed of the subject's vehicle and generated a trace on one track of an event-recorder. A telemetered input from the test car produced a deflection on the second track of the tape, corresponding to the start and end of the brake signal. The trials were run on two different routes, urban and suburban (speed: 32 to 40 km/hr and 56 to 72 km/hr, respectively; inter-car spacing: 1 to 2 car lengths and 3 to 5 car lengths, respectively). Only trials meeting all of the following criteria were included in the analysis: (a) The subject's vehicle did not appear to have braked or decelerated in response to vehicles ahead of or adjacent to the test car, to changes in roadway configuration or a traffic control device, or in preparation for turning off the roadway. (b) The roadway was generally flat. (c) The subject's vehicle was a car, van, or pickup truck. A total of 1,644 data points were collected. On 72% of the trials there was a discernible speed change within the 3 sec. following the signal onset, with a mean delay of 1.21 sec. and a standard deviation of .63 sec. By including no-responses and responses longer than 3 sec, the distribution of the speed-change delays under the present conditions can be characterized by a 72 percentile value of 3 sec.
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