Analysis of Naturalistic Driving Study Data: Offset Left-Turn Lanes (2014)

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.

58 Adebisi, O., and G. N. Sama. 1989. Influence of Stopped Delay on Driver Gap Acceptance Behaviour. Journal of Transportation Engineering, Vol. 115, No. 3, pp. 305–315. American Association of State Highway and Transportation Officials (AASHTO). 2010. Highway Safety Manual. Washington, D.C. American Association of State Highway and Transportation Officials (AASHTO). 2004. A Policy on Geometric Design of Highways and Streets, 5th ed. Washington, D.C. American Association of State Highway and Transportation Officials (AASHTO). 2011. A Policy on Geometric Design of Highways and Streets, 6th ed. Washington, D.C. Antonucci, N. D., K. K. Hardy, K. L. Slack, R. Pfefer, and T. R. Neu- man. 2004. NCHRP Report 500: Guidance for Implementation of the AASHTO Strategic Highway Safety Plan, Volume 12: A Guide for Reducing Collisions at Signalized Intersections. Transportation Research Board of the National Academies, Washington, D.C. Blincoe, L. J., T. R. Miller, E. Zaloshnja, and B. A. Lawrence. 2014. The Economic and Societal Impact of Motor Vehicle Crashes, 2010. Report DOT HS 812 013. National Highway Traffic Safety Administration, Washington, D.C. http://www.nrd.nhtsa.dot.gov/Pubs/812013.pdf. Accessed June 30, 2014. Campbell, K. L. 2012. The SHRP 2 Naturalistic Driving Study: Address- ing Driver Performance and Behavior in Traffic Safety. TR News, No. 282, pp. 30–35. Chan, C. 2006. Observation of Left-Turn Conflicts at Signalized Inter- sections and Design of Gap-Assistance Systems in Urban Environment. In TRB 85th Annual Meeting Compendium of Papers. Transportation Research Board of the National Academies, Washington, D.C. Gattis, J. L., and S. T. Low. 1999. Gap Acceptance at Atypical Stop- Controlled Intersections. Journal of Transportation Engineering, Vol. 125, No. 3, pp. 201–207. Gettman, D., and L. Head. 2003. Surrogate Safety Measures from Traffic Simulation Models. In Transportation Research Record: Journal of the Transportation Research Board, No. 1840, Transportation Research Board of the National Academies, Washington, D.C., pp. 104–115. Hamdar, S. H., H. S. Mahmassani, and R. B. Chen. 2008. Aggressiveness Propensity Index for Driving Behavior at Signalized Intersections. Accident Analysis & Prevention, Vol. 40, No. 1, pp. 315–326. Harwood, D. W., K. M. Bauer, I. B. Potts, D. J. Torbic, K. R. Richard, E. R. Kohlman Rabbani, E. Hauer, and L. Elefteriadou. 2002. Safety Effectiveness of Intersection Left- and Right-Turn Lanes. Publication FHWA-RD-02-089. FHWA, U.S. Department of Transportation. Harwood, D. W., M. T. Pietrucha, M. D. Wooldridge, R. E. Brydia, and K. Fitzpatrick. 1995. NCHRP Report 375: Median Intersection Design. TRB, National Research Council, Washington, D.C. Joshua, S. C., and A. A. Saka. 1992. Mitigation of Sight-Distance Prob- lem for Unprotected Left-Turning Traffic at Intersections. In Trans- portation Research Record 1356, TRB, National Research Council, Washington, D.C., pp. 73–79. Madanat, S. M., M. J. Cassidy, and M. H. Wang. 1994. Probabilistic Delay Model at Stop-Controlled Intersection. Journal of Transportation Engineering, Vol. 120, No. 1, pp. 21–36. McCoy, P., P. S. Byrd, G. Pesti, and V. A. Singh. 1999. Improving Sight Distance from Opposing Left-Turn Lanes. In Transportation Fron- tiers for the Next Millennium: 69th Annual Meeting of the Institute of Transportation Engineers. Washington, D.C. McCoy, P. T., U. R. Navarro, and W. E. Witt. 1992. Guidelines for Offset- ting Opposing Left-Turn Lanes on Four-Lane Divided Roadways. In Transportation Research Record 1356, TRB, National Research Council, Washington, D.C., pp. 28–36. McGehee, D. V., L. Boyle, J. D. Lee, D. M. Neyens, S. Hallmark, and N. J. Ward. 2009. SHRP 2 S02 Phase 1 Report: Integration of Analysis Meth- ods and Development of Analysis Plan. Unpublished report. Transpor- tation Research Board of the National Academies, Washington, D.C. National Highway Traffic Safety Administration. Fatality Analysis Reporting System (FARS). http://www.nhtsa.gov/FARS. Accessed Jan. 10, 2011. Neuman, T. R., R. Pfefer, K. L. Slack, K. K. Hardy, D. W. Harwood, I. B. Potts, D. J. Torbic, and E. R. Rabbani. 2003. NCHRP Report 500: Guidance for Implementation of the AASHTO Strategic Highway Safety Plan, Volume 5: A Guide for Addressing Unsignalized Inter- section Collisions. Transportation Research Board of the National Academies, Washington, D.C. Parsonson, B. S., R. B. Isler, and G. J. Hansson. 1999. Ageing and Driver Behaviour at Rural T-Intersections. New Zealand Journal of Psycho- logy, Vol. 28, No. 1, pp. 51–54. Persaud, B., C. Lyon, K. A. Eccles, N. X. Lefler, and F. Gross. 2009. Safety Evaluation of Offset Improvements for Left-Turn Lanes. Publication FHWA-HRT-09-035. FHWA, U.S. Department of Transportation. SAS Institute Inc. 2013. SAS/STAT 13.1 User’s Guide. SAS Institute Inc., Cary, N.C. Shladover, S. E., D. R. Ragland, J. A. Misener, C. Chan, and S. Arroyo. 2006. Gap Acceptance for Vehicles Turning Left Across Oncoming Traffic: Implications for Intersection Decision Support Design. In TRB 85th Annual Meeting Compendium of Papers. Transportation Research Board of the National Academies, Washington, D.C. Smith, R. W. 1997. Visual Hypothesis Testing with Confidence Intervals. SUGI 22 Paper No. 270. Proc., 22nd Annual SAS Users Group Inter- national Conference, San Diego, Calif. References

59 Staplin, L., D. L. Harkey, K. H. Lococo, and M. S. Tarawneh. 1997. Inter- section Geometric Design and Operational Guidelines for Older Drivers and Pedestrians, Volume I: Final Report. Publication FHWA– RD–96–132. FHWA, U.S. Department of Transportation. Tarawneh, M. S., and P. T. McCoy. 1996. Effect of Offset Between Oppos- ing Left-Turn Lanes on Driver Performance. In Transportation Research Record 1523, TRB, National Research Council, Washing- ton, D.C., pp. 61–72. Transportation Research Board. 2000. Highway Capacity Manual. TRB, National Research Council, Washington, D.C. Transportation Research Board. 2010. Highway Capacity Manual 2010. Transportation Research Board of the National Academies, Wash- ington, D.C. Yan, X., and E. Radwan. 2007. Effect of Restricted Sight Distances on Driver Behaviors During Unprotected Left-Turn Phase at Signalized Intersections. Transportation Research Part F: Traffic Psychology and Behaviour, Vol. 10, No. 4, pp. 330–344. Yan, X., and E. Radwan. 2008. Influence of Restricted Sight Distances on Permitted Left-Turn Operation at Signalized Intersections. Journal of Transportation Engineering, Vol. 134, No. 2, pp. 68–76. Zohdy, I., H. A. Rakha, R. Alfelor, C. Y. D. Yang, and D. Krechmer. 2011. Impact of Inclement Weather on Left-Turn Gap Acceptance Behav- ior of Drivers. In Transportation Research Record: Journal of the Transportation Research Board, No. 2257, Transportation Research Board of the National Academies, Washington, D.C., pp. 51–61. Zohdy, I., S. Sadek, and H. A. Rakha. 2010. Empirical Analysis of Effects of Wait Time and Rain Intensity on Driver Left U-Turn Gap Accep- tance Behavior. In Transportation Research Record: Journal of the Transportation Research Board, No. 2173, Transportation Research Board of the National Academies, Washington, D.C., pp. 1–10.