Older Driver Perception-Reaction Time for Intersection Sight Distance and Object Detection, Volume I: Final Report

Lerner, Neil D.; Huey, Richard W.; McGee, Hugh W.; Sullivan, Andrew · 1995 · ROSA P / United States. Department of Transportation. Federal Highway Administration

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Summary

This study investigates whether current highway design standards for perception-reaction time (PRT) adequately accommodate the capabilities of older drivers (aged 65 and above). The research was motivated by concerns that age-related slowing could render existing sight distance equations—critical for stopping, intersection, and decision sight distances—unsafe for an aging population. As the proportion of older drivers increases, ensuring that design criteria match their performance is vital for highway safety and operational efficiency. The researchers conducted four on-road experiments involving both older and younger drivers to measure actual PRT in real-world scenarios. The first experiment assessed PRT at stop-controlled intersections (Case III). The second measured brake reaction times during stopping sight distance scenarios, using an unanticipated event (a crash barrel rolling into the roadway). The third experiment evaluated decision sight distance by measuring the time required for drivers to recognize the need for a lane change. The final experiment examined gap and lag acceptance behaviors in traffic. Data were collected across various sites, times of day, and lighting conditions to determine if older drivers required longer PRT values than those assumed in American Association of State and Highway Transportation Officials (AASHTO) standards. The results indicated that while there were some distributional differences in PRT between age groups, the current AASHTO design values were sufficient for older drivers. In the intersection sight distance experiment, older drivers did not exhibit longer PRT than younger drivers, and the 85th percentile PRT closely matched the AASHTO standard of 2.0 seconds. For stopping sight distance, younger drivers accounted for the fastest reaction times, but there were no significant age differences in the 50th or 85th percentiles; all observed times fell within the AASHTO design value of 2.5 seconds. In the decision sight distance experiment, although observed values generally increased with age, the 85th percentile PRT for all groups remained well below AASHTO assumptions. Additionally, younger subjects accepted shorter traffic gaps and rejected lags later than older subjects. Alternative design models based on gap acceptance or lag rejection were explored but did not demonstrate significant benefits over current standards. The study concludes that no changes to PRT values in AASHTO design equations are necessary based on older driver performance. The existing standards adequately accommodate the 85th percentile of both older and younger drivers for intersection, stopping, and decision sight distances. These findings provide reassurance to highway planners and researchers that current design criteria remain safe and effective for the aging driving population, despite general age-related slowing in other behavioral domains.

Key finding

The 85th percentile perception-reaction times for older drivers were adequately covered by current AASHTO design standards for intersection, stopping, and decision sight distances, with no significant age-related deficits requiring design changes.

Methodology

on_road

Sample size: 56

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