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Page 27
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Initial Analyses from the SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety. Washington, DC: The National Academies Press. doi: 10.17226/22621.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Initial Analyses from the SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety. Washington, DC: The National Academies Press. doi: 10.17226/22621.
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Page 28
Page 29
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Initial Analyses from the SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety. Washington, DC: The National Academies Press. doi: 10.17226/22621.
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Page 29

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27 References AASHTO (2008). Driving Down Lane-Departure Crashes: A National Priority. Washington, DC: American Association of State Highway and Transportation Officials. AASHTO (2010). Highway Safety Manual. American Association of State Highway and Transportation Officials. AASHTO (2011). A Policy on Geometric Design for Highways and Streets. American Association of State Highway and Transportation Officials. Brill, E. (1972). A car-following model relating reaction times and temporal headways to accident frequency. Transportation Science 6, pp. 343–353. Campbell, K.L. (2012). The SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety. TR News 282. Charlton, S.G. (2007). The Role of Attention in Horizontal Curves: A Comparison of Advance Warning, Delineation, and Road Marking Treatments. Accident Analysis and Prevention 39, pp. 873–885. Charlton, S.G. and DePont, J.J. (2009). Curve Speed Management. Land Transport New Zealand Research Report 323. Council, F. M. (1998). Safety Benefits of Spiral Transitions on Horizontal Curves on Two-Lane Rural Roads. Transportation Research Record 1635, pp. 10–17. Dingus, T. A., Knipling, R. R., Jermeland, J., Doerzaph, Z. R., Bucher, C., Gupta, S., Ramsey, D. J., Hankey, J., Perez, M. A., Sudweeks, J. D., Li, S. E., Petersen, A., Neale, V. L., and Klauer, S. G. (2006). The 100-Car Naturalistic Driving Study. Phase II, Results of the 100-Car Field Experiment. Blacksburg, Virginia: Virginia Tech Transportation Institute. Evans, L. (2004). Traffic Safety. Bloomfield Hills, Michigan: Science Serving Society. FHWA (2009). FHWA’s Road Departure Program. www.t2.unh.edu/nltapa/Pubs/fhwa's_roadway_departure_program.pdf. Accessed December 2009. FHWA (2012). Reducing Non-Recurring Congestion. http://ops.fhwa.dot.gov/program_areas/reduce-non-cong.htm. Accessed November 15, 2012. Fink, K. L. and Krammes, R.A. (1995). Tangent Length and Sight Distance Effects on Accident Rates at Horizontal Curves on Rural Two-Lane Highways. Transportation Research Record 1500, pp. 162–168. Glennon, J.C., Neuman, T.R., and Leisch, J.E. (1985). Safety and Operational Considerations for Design of Rural Highway Curves. FHWA/RD-86-035. Washington, DC: Federal Highway Administration. Jonasson, J. K. and Rootzén, H. (forthcoming). Internal Validation of Near-Crashes in Naturalistic Driving Studies: A Continuous and Multivariate Approach. To be submitted to Accident Analysis and Prevention.

28 Klauer, S. G., Dingus, T. A., Neale, V. L., Sudweeks, J. D., and Ramsey, D. J. (2006). The Impact of Driver Inattention on Near-Crash/Crash Risk: An Analysis Using the 100-Car Naturalistic Driving Study Data. Washington, DC: National Highway Traffic Safety Administration. Klauer, S., Guo, F., Sudweeks, J. and Dingus, T.A (2010). An Analysis of Driver Inattention Using a Case-Crossover Approach on 100-Car Data: Final Report. DOT HS 811 334. Washington, DC: National Highway Traffic Safety Administration, US Department of Transportation. Liang, Y., Lee, J.D., Yekhshatyan, L. (2012) How Dangerous Is Looking Away from the Road? Algorithms Predict Crash Risk from Glance Patterns in Naturalistic Driving. Human Factors: The Journal of the Human Factors and Ergonomics Society, June 15, 2012. Published online before print June 15, 2012, doi: 10.1177/0018720812446965. Luediger L., Choueiri, E.M., Hayward, J.C., and Paluri, A. (1988). Possible Design Procedure to Promote Design Consistency in Highway Geometric Design on Two-Lane Rural Roads. Transportation Research Record 1195, pp. 111–122. McLaughlin, S.B., Hankey, J.M., Klauer, S.G. and Dingus, T.A. (2009). Contributing Factors to Run-Off-Road Crashes and Near-Crashes. DOT HS 811 079. Washington, DC: National Highway Traffic Safety Administration. Miaou, S.-P. and Lum, H. (1993). Statistical Evaluation of the Effects of Highway Geometric Design on Truck Accident Involvements. Transportation Research Record 1407, pp. 11– 24. Milton, J. and Mannering, F. (1998). The Relationship among Highway Geometric, Traffic- Related Elements, and Motor-Vehicle Accident Frequencies. Transportation 25, pp. 395– 413. NHTSA (2010a). Overview of the National Highway Traffic Safety Administration’s Driver Distraction Program. DOT HS 811 299. Washington, DC: National Highway Traffic Safety Administration. NHTSA (2010b). Traffic Safety Facts, Research Note: Distracted Driving 2009. DOT HS 811 379. Washington, DC: National Highway Traffic Safety Administration. NHTSA (2012). Visual-Manual NHTSA Driver Distraction Guidelines for In-Vehicle Electronic Devices. Washington, DC: National Highway Traffic Safety Administration, Docket No. NHTSA-2010-0053. Persaud, B., C. Lyon, K. Eccles, N. Lefler, and F. Gross (2009). Safety Evaluation of Offset Improvements for Left-Turn Lanes. Report No. FHWA-HRT-09-035. Federal Highway Administration, Washington, DC. Preston, H. (2009). Horizontal Curves: A New Method for Identifying At-Risk Locations for Safety Investment. Proceedings, Mid-Continent Transportation Research Symposium. www.intrans.iastate.edu/pubs/midcon2009/index.htm#traffic. Accessed February 14, 2010.

29 Staplin, L., K. Lococo, S. Byington, and D. Harkey. Highway Design Handbook for Older Drivers and Pedestrians. Report FHWA-RD-01-103. Federal Highway Administration, U.S. Department of Transportation, 2001. Victor, T. and Dozza, M. (2011) Timing Matters: Visual Behaviour and Crash Risk in the 100- Car Online Data. Presentation given at the 2nd International Conference on Driver Distraction and Inattention, Gothenburg, Sweden, Sept 5–7, 2011. www.chalmers.se/safer/ddi2011-en/. Victor, T., Dozza, M. and Lee, J.D. (forthcoming). Timing Matters: Distraction, Glances, and Crash Risk. To be submitted to Science. Zegeer, C. H., Deen, R. C., and Mayes, J. G. (1981). Effect of Lane and Shoulder Widths on Accident Reduction on Rural Two-Lane Roads. Transportation Research Record 806, pp. 33–43.

Initial Analyses from the SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety Get This Book
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 Initial Analyses from the SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety
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TRB’s second Strategic Highway Research Program (SHRP 2) SHRP 2 Safety Project S08 has released a report titled Initial Analyses from the SHRP 2 Naturalistic Driving Study: Addressing Driver Performance and Behavior in Traffic Safety that summarizes phase 1 work produced by four analysis contracts that were awarded to study specific research questions using early SHRP 2 naturalistic driving study and roadway information database data.

The topics of the four initial studies and links to the project descriptions for each of these studies are as follows:

lane departures on rural two-lane curves;

offset left-turn lanes;

rear-end crashes on congested freeways; and

driver inattention and crash risk.

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