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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2014. Analysis of Naturalistic Driving Study Data: Roadway Departures on Rural Two-Lane Curves. Washington, DC: The National Academies Press. doi: 10.17226/22317.
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Page 59
Page 60
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2014. Analysis of Naturalistic Driving Study Data: Roadway Departures on Rural Two-Lane Curves. Washington, DC: The National Academies Press. doi: 10.17226/22317.
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Page 60

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

59 AASHTO. Driving Down Lane-Departure Crashes: A National Priority. American Association of State Highway and Transportation Officials, Washington, D.C., 2008. Angell, L., J. Auflick, P. A. Austria, D. Kochhar, L. Tijerina, W. Biever, T. Diptiman, J. Hogsett, and S. Kiger. Driver Workload Metrics. National Highway Traffic Safety Administration, U.S. Department of Transpor- tation, 2006. Burgett, A., and K. Gunderson. NHTSA Research Note: Crash Prevention Boundary for Road Departure Crashes—Derivation. National Highway Traffic Safety Administration, 2001. Campbell, K. L. The SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety. TR News, No. 282, September–October 2012, pp. 30–35. Charlton, S. G. The Role of Attention in Horizontal Curves: A Compari- son of Advance Warning, Delineation, and Road Marking Treatments. Accident Analysis and Prevention, Vol. 39, 2007, pp. 873–885. Charlton, S. G., and J. J. DePont. Curve Speed Management. Land Transport New Zealand Research Report 323. Land Transport New Zealand, Wellington, 2007. Chin, H., S. Quek, and R. Chou. Quantitative Examination of Traffic Conflicts. In Transportation Research Record 1376, TRB, National Research Council, Washington, D.C., 1992, pp. 87–91. Council, F. M. Safety Benefits of Spiral Transitions on Horizontal Curves on Two-Lane Rural Roads. In Transportation Research Record 1635, TRB, National Research Council, Washington, D.C., 1998, pp. 10–17. Dingus, T., J. Hankey, J. Antin, S. Lee, E. Eichelberger, S. Klauer, J. Sudweeks, C. Gaylord, D. McGraw, S. McLaughlin, M. Mollenhauer, M. Perez, A. Petersen, A. Alden, P. Madison, T. Gordon, D. LeBlanc, H. Sardar, D. Blower, J. Sayer, M. Barnes, A. Thurtell, J. Patel, J. Campbell, C. Richard, and J. Devonshire. Design of the In-Vehicle Driving Behavior and Crash Risk Study. Task 9: Data System Interim Report (Task 6: Driver Face and Other Video Recording and Processing). Virginia Tech Transportation Institute, Blacksburg, 2008. Donmez, B., L. Boyle, and J. Lee. The Impact of Driver Distraction Mit- igation Strategies on Driving Performance. Human Factors, Vol. 48, No. 4, 2006, pp. 785–804. Donnell, E. T., M. D. Gemar, and I. Cruzado. Operational Effects of Wide Edge Lines Applied to Horizontal Curves on Two-Lane Rural Highways. Pennsylvania Transportation Institute, University Park, 2006. Farmer, C. M., and A. K. Lund. Rollover Risk of Cars and Light Trucks After Accounting for Driver and Environmental Factors. Accident Analysis and Prevention, Vol. 34, 2002, pp. 163–173. Federal Highway Administration, U.S. Department of Transportation. Roadway Departure Safety. http://safety.fhwa.dot.gov/roadway_ dept. Accessed July 2014. Federal Highway Administration. Manual on Uniform Traffic Control Devices. U.S. Department of Transportation, 2009. http://mutcd .fhwa.dot.gov/pdfs/2009r1r2/pdf_index.htm. Accessed July 2014. Fink, K. L., and R. A. Krammes. Tangent Length and Sight Distance Effects on Accident Rates at Horizontal Curves on Rural Two-Lane Highways. In Transportation Research Record 1500, TRB, National Research Council, Washington, D.C., 1995, pp. 162–168. Fitzpatrick, K., A. H. Parham, and M. A. Brewer. Treatments for Crashes on Rural Two-Lane Highways in Texas. Report FHWA/TX-02/4048-2. Texas Transportation Institute, College Station, 2002. Garder, P. Segment Characteristics and Severity of Head-On Crashes on Two-Lane Rural Highways in Maine. Accident Analysis and Prevention, Vol. 38, 2006, pp. 652–661. Gettman, D., and L. Head. Surrogate Safety Measures from Traffic Simu- lation Models. Report FHWA-RD-03-050. Federal Highway Admin- istration, U.S. Department of Transportation, 2003. Glennon, J. C., T. R. Neuman, and J. E. Leisch. Safety and Operational Considerations for Design of Rural Highway Curves. Report FHWA/ RD-86-035. Federal Highway Administration, U.S. Department of Transportation, 1985. Hallmark, S., L. Boyle, A. Carriquiry, Y. Hsu, Y. Tian, and A. Mudgal. SHRP 2 Report S2-S01E-RW-1: Evaluation of Data Needs, Crash Sur- rogates, and Analysis Methods to Address Lane Departure Research Questions Using Naturalistic Driving Study Data. Transportation Research Board of the National Academies, Washington, D.C., 2011. http://www.trb.org/Publications/Blurbs/166050.aspx. Luediger L., E. M. Choueiri, J. C. Hayward, and A. Paluri. Possible Design Procedure to Promote Design Consistency in Highway Geometric Design on Two-Lane Rural Roads. In Transportation Research Record 1195, TRB, National Research Council, Washington, D.C., 1988, pp. 111–122. McLaughlin, S. B., J. M. Hankey, S. G. Klauer, and T. A. Dingus. Contribut- ing Factors to Run-Off-Road Crashes and Near-Crashes. Report DOT HS 811 079. National Highway Traffic Safety Administration, 2009. Miaou, S. Estimating Roadside Encroachment Rates with the Combined Strengths of Accident and Encroachment-Based Approaches. Report FHWA-RD-01-124. 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60 Transportation Research Record 1407, TRB, National Research Council, Washington, D.C., 1993, pp. 11–24. Milton, J., and F. Mannering. The Relationship Among Highway Geo- metric, Traffic-Related Elements, and Motor-Vehicle Accident Frequencies. Transportation, Vol. 25, 1998, pp. 395–413. Muggeo, V. M. R. R Package to Fit Regression Models with Broken-Line Relationships. R News, Vol. 8, No. 1, 2008, pp. 20–25. Porter, R. J., E. T. Donnell, and K. Mahoney. Evaluation of Effects of Center- line Rumble Strips on Lateral Vehicle Placement and Speed. In Trans- portation Research Record: Journal of the Transportation Research Board, No. 1862, Transportation Research Board of the National Academies, Washington, D.C., 2004, pp. 10–16. Preston, H. Low-Cost Treatments for Horizontal Curve Safety. Pre- sented at Federal Highway Administration webinar, 2009. Schurr, K. S., P. T. McCoy, G. Pesti, and R. Huff. Relationship of Design, Operating, and Posted Speeds on Horizontal Curves of Rural Two- Lane Highways in Nebraska. In Transportation Research Record: Journal of the Transportation Research Board, No. 1796, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 18–25. Shinar, D., E. D. McDowell, and T. H. Rockwell. Eye Movements in Curve Negotiation. Human Factors, Vol. 19, 1977, pp. 63–71. Smith, S. Digital Signal Processing: A Practical Guide for Engineers and Scientists. Elsevier Science, Burlington, Mass., 2003. Stodart, B. P., and E. T. Donnell. Speed and Lateral Position Models from Controlled Nighttime Driving Experiment. ASCE Journal of Transportation Engineering, Vol. 134, No. 11, 2008, pp. 439–449. Taylor, M. C., A. Baruya, and J. V. Kennedy. The Relationship Between Speed and Accidents on Rural Single-Carriageway Roads. TRL Report TRL511. TRL, Berks, United Kingdom, 2002. Zegeer, C. V., J. R. Stewart, F. M. Council, and D. W. Reinfurt. Safety Effects of Geometric Improvements on Horizontal Curves, University of North Carolina, Chapel Hill, 1991.

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 Analysis of Naturalistic Driving Study Data: Roadway Departures on Rural Two-Lane Curves
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TRB’s second Strategic Highway Research Program (SHRP 2) Report S2-S08D-RW-1: Analysis of Naturalistic Driving Study Data: Roadway Departures on Rural Two-Lane Curves analyzes data from the SHRP 2 Naturalistic Driving Study (NDS) and Roadway Information Database (RID) to develop relationships between driver, roadway, and environmental characteristics and risk of a roadway departure on curves.

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