Toolbox of countermeasures for rural two-lane curves.

Hallmark, Shauna; Hawkins, Neal; Smadi, Omar · 2012 · ROSA P / Iowa. Dept. of Transportation

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Summary

This report, titled "Toolbox of Countermeasures for Rural Two-Lane Curves," addresses the critical safety issue of lane-departure crashes on rural highways. The research was motivated by Federal Highway Administration data indicating that 58% of roadway fatalities involve lane departures, with horizontal curves being a significant risk factor due to their correlation with increased crash occurrence. Specifically, curves account for a disproportionate number of severe run-off-road crashes despite comprising only 10% of system mileage. The primary causes identified include driver misperception of curve sharpness, inappropriate speed selection, and environmental factors such as wet or icy road surfaces. The study aims to assist transportation agencies by summarizing the effectiveness of various roadway-based countermeasures specifically for rural two-lane curves. The research team identified these countermeasures through a survey of existing literature, their own prior research, and discussions with industry professionals. The report excludes education, enforcement, and policy measures, focusing instead on physical treatments. For each countermeasure, the authors provide a standardized analysis covering its description, application guidelines, effectiveness (including crash reduction factors and speed changes), advantages, and disadvantages. The toolbox serves as a practical guide for selecting treatments that either reduce the likelihood of lane departure or minimize the consequences when a vehicle leaves the roadway. The report details numerous specific countermeasures, including advance curve warning and advisory speed signing, chevrons, widened paved shoulders, reflective barrier delineation, high-friction treatments, raised pavement markers, edge lines, transverse pavement markings, vertical delineation, rumble strips, on-pavement curve signing, flashing beacons, dynamic curve warning systems, and pavement inset lights. The findings highlight that many of these treatments are effective in reducing crash frequencies and influencing driver speed. For instance, the report cites Crash Reduction Factors (CRFs) from various studies to quantify the potential safety benefits of treatments like shoulder widening and centerline rumble strips. It also notes that better delineation can help drivers gauge curve sharpness, though it may inadvertently increase speeds if drivers feel more secure. The significance of this toolbox lies in its provision of a consolidated, evidence-based resource for transportation agencies seeking to mitigate curve-related crashes. By summarizing the pros, cons, and effectiveness of each treatment, the report enables agencies to make informed decisions about which countermeasures to implement. The authors emphasize that the effectiveness of these treatments varies based on roadway, environmental, and operational conditions, and that they should be applied judiciously to avoid driver disregard. The report concludes by advising agencies to consult the Manual on Uniform Traffic Control Devices and local guidelines, noting that many of these devices are supplementary and should enhance, rather than replace, traditional traffic control measures.

Key finding

The report provides a comprehensive summary of effectiveness data, advantages, and disadvantages for multiple curve countermeasures to assist agencies in selecting appropriate treatments for rural two-lane curves.

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