Evaluation of Intersection Collision Warning Systems in Minnesota

Hallmark, Shauna L.; Hawkins, Neal; Thapa, Raju; Knickerbocker, Skylar; Gaspar, John · 2017 · ROSA P / Minnesota. Dept. of Transportation. Research Services & Library

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Summary

This study evaluates the effectiveness of Intersection Collision Warning Systems (ICWS) in Minnesota, addressing concerns regarding undocumented efficacy, potential negative spillover effects on driver behavior at untreated intersections, and system degradation due to continuous activation. The Minnesota Department of Transportation (MnDOT) sought to determine if ICWS improves driver behavior at mainline and stop-controlled approaches and to identify traffic volume thresholds where the system becomes nearly continuously active, potentially reducing its dynamic warning value. The research employed a comparative design using five treatment intersections equipped with ICWS and five corresponding control intersections located nearby with similar geometric and traffic characteristics. Video data were collected using trailer-mounted aerial cameras and vehicle-level cameras to capture driver behavior, gap selection, and conflicts. Data collection occurred during three periods: before ICWS installation, one month after, and twelve months after. Researchers coded variables including stopping behavior (complete vs. rolling stops), accepted gap sizes, driver glances, and conflict types (e.g., near-crashes, evasive maneuvers). Additionally, microsimulation modeling was used to assess the relationship between traffic volumes and system activation frequency. The results indicated that ICWS generally encouraged appropriate stopping behavior, particularly when the system was active; drivers were nearly 1.5 times more likely to come to a complete stop when the warning was active compared to when it was inactive. No negative spillover effects were observed, as stopping behavior at control sites remained unchanged. However, drivers at treatment sites appeared to become conditioned to not stop when the system indicated no immediate hazard. Gap analysis revealed that drivers selected larger, safer gaps after ICWS installation at both treatment and control sites, suggesting an overall improvement in gap selection. Driver scanning behavior also improved, with an increased number of left and right glances observed at treatment intersections, particularly for drivers making complete or rolling stops. Conflict data showed a decrease in near-crashes and other conflicts at treatment sites, while conflicts increased at control sites, though this trend was not attributed to spillover. The study concluded that ICWS improves safety metrics such as stopping compliance, gap selection, and intersection scanning without causing negative behavioral spillover. However, the system’s effectiveness is contingent on its dynamic nature. Microsimulation results identified that when mainline volumes exceed 1,400 to 1,600 vehicles per hour, the system becomes nearly continuously activated. At these thresholds, the warning loses its dynamic quality, likely leading to driver habituation and reduced effectiveness. Consequently, the authors advise against deploying ICWS at intersections with mainline volumes exceeding this range.

Key finding

Drivers were nearly one and a half times more likely to come to a complete stop when the ICWS was active, and critical gap lengths increased at both treatment and control sites, indicating improved gap selection without negative spillover effects.

Methodology

on_road

Sample size: 10

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