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REFERENCES

  1. Glennon, J. C., T. R. Neuman, and J. E. Leisch. Safety and Operational Considerations for Design of Rural Highway Curves. FHWA/RD-86-035. Federal Highway Administration. McLean, VA. December 1985.

  2. Preston, H., and T. Schoenecker. Potential Safety Effects of Dynamic Signing at Rural Horizontal Curves. Minnesota Local Road Research Board. St. Paul, MN. December 1999.

  3. Shankar, V. N., R. B. Albin, J. C. Milton, and F. L. Mannering. "Evaluating Median Crossover Likelihoods with Clustered Accident Counts: An Empirical Inquiry Using the Random Effects Negative Binomial Model." Transportation Research Record: Journal of the Transportation Research Board No. 1635. Transportation Research Board of the National Academies, Washington, D.C. 1998. pp. 44–57.

  4. 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.

  5. American Association of State Highway and Transportation Officials (AASHTO). Driving Down Lane-Departure Crashes: A National Priority. American Association of State Highway and Transportation Officials. Washington, D.C. April 2008.

  6. 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."Transportation Research Record: Journal of the Transportation Research Board No. 1195. Transportation Research Board of the National Academies, Washington, D.C. 1988. pp. 111–122.

  7. Miaou, S., and H. Lum. "Statistical Evaluation of the Effects of Highway Geometric Design on Truck Accident Involvements." Transportation Research Record: Journal of the Transportation Research Board No. 1407. Transportation Research Board of the National Academies, Washington, D.C. 1993. pp. 11–24.

  8. 8. Council, F. M., "Safety Benefits of Spiral Transitions on Horizontal Curves on Two-Lane Rural Roads." Transportation Research Record: Journal of the Transportation Research Board No. 1635. Transportation Research Board of the National Academies, Washington, D.C. 1998. pp. 10–17.

  9. Vogt, A., and J. Bared. "Accident Models for Two-Lane Rural Segments and Intersections." Transportation Research Record: Journal of the Transportation Research Board No. 1635. Transportation Research Board of the National Academies, Washington, D.C. 1998. pp. 18–29.

  10. Zegeer, C. V., R. Stewart, F. M. Council, D. W. Reinfurt, and E. Hamilton. "Safety Effects of Geometric Improvements on Horizontal Curves." Transportation Research Record: Journal of the Transportation Research Board No. 1356. Transportation Research Board of the National Academies, Washington, D.C. 1992. pp. 11–19.

  11. Mohamedshah, Y. M., F. F. Paniatie, and A. G. Hobeika. "Truck Accident Models for Interstates and Two-Lane Rural Roads." Transportation Research Record: Journal of the Transportation Research Board No. 1407. Transportation Research Board of the National Academies, Washington, D.C. 1993. pp. 35–41.

  12. Milton, J., and F. Mannering. "The Relationship among Highway Geometric, Traffic-Related Elements, and Motor-Vehicle Accident Frequencies." Transportation. Vol. 25. 1998. pp. 395–413.

  13. Deng, Z., J. N. Ivan, and P. Garder. "Analysis of Factors Affecting the Severity of Head-On Crashes." Transportation Research Record: Journal of the Transportation Research Board No. 1953. Transportation Research Board of the National Academies, Washington, D.C. 2006. pp. 137–146.

  14. Taylor, M. C., A. Baruya, and J. V. Kennedy. The Relationship between Speed and Accidents on Rural Single-Carriageway Roads. TRL Report TRL511. Road Safety Division, Department for Transport, Local Government and the Regions. Wokingham, Berkshire, UK. 2002.

  15. Khan, G., A. R. Bill, M. Chittur, and D. Noyce. "Horizontal Curves, Signs and Safety" Transportation Research Record: Journal of the Transportation Research Board No. 2279 Transportation Research Board of the National Academies, Washington, D.C. 2012.

  16. Council, F. M., R. Srinivasan, S. Masten, D. Carter, and M. Reurings. Development of a Speeding-Related Crash Typology: Summary Report. FHWA-HRT-10-039. Federal Highway Administration. McLean, VA. 2005.

  17. Anderson, I. B. and R. A. Krammes. "Speed Reduction as a Surrogate for Accident Experience at Horizontal Curves on Rural Two–lane Highways." Transportation Research Record: Journal of the Transportation Research Board No. 1701. Transportation Research Board of the National Academies, Washington, D.C. 2000. pp. 86 – 94.

  18. Fink, K. L., and R. A. Krammes. "Tangent Length and Sight Distance Effects on Accident Rates at Horizontal Curves on Rural Two-Lane Highways." Transportation Research Record: Journal of the Transportation Research Board No. 1500. Transportation Research Board of the National Academies, Washington, D.C. 1995. pp. 162 – 168.

  19. Charlton, S .G., and J. J. DePont. Curve Speed Management. Land Transport New Zealand Research Report 323. July 2007.

  20. Charlton, S. G. "The Role of Attention in Horizontal Curves: A Comparison of Advance Warning, Delineation, and Road Marking Treatments." Accident Analysis and Prevention. Volume 39. 2007. pp. 873–885.

  21. Hassan, Y., and S. M. Easa. "Effect of Vertical Alignment on Driver Perception of Horizontal Curves." Journal of Transportation Engineering. Vol. 129, No. 4. 2003. pp. 399 – 407.

  22. Bertini, R. L., C. Monsere, C. Nolan, P. Bosa, and T. Abou El-Seoud. Field Evaluation of the Myrtle Creek Advance Curve Warning System. SPR 352. FHWA-OR-RD-05_13. Portland State University. June 2006.

  23. Winnett, M. A., and A. H. Wheeler. Vehicle Activated Signs – A Large Scale Evaluation. TRL548. Road Safety Division, Department for Transport. Wokingham, Berkshire, UK. 2002.

  24. City of Bellevue Transportation Department, Washington. Stationary Radar Sign Program: 2009 Report.

  25. Mattox, J. H., W. A. Sarasua, J. H. Ogle, R. T. Eckenrode, and A. Dunning. "Development and Evaluation of a Speed Activated Sign to Reduce Speeds in Work Zones." Paper presented at the 2007 Annual Meeting of the Transportation Research Board. January 2007.

  26. Caltrans. District 2 Safety Report. California Department of Transportation. Draft. January 2010.

  27. 3M. A Before and After Study of 3M Driver Feedback Signs. Traffic Safety Systems, 3M United Kingdom PLC. Berkshire. 2006.

  28. Tribbett, L., P. McGowen, and J. Mounce. An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon. www.coe.montana.edu/wti/wti/pdf/ 42861_Final.pdf. Western Transportation Institute. April 2000.

  29. Fontaine, M., P. Carlson, and G. Hawkins. Evaluation of Traffic Control Devices for Rural High-Speed Maintenance Work Zones: Second Year Activities and Final Recommendations. FHWA/TX-01/1879-2. Texas Transportation Institute. Texas Department of Transportation. 2000.

  30. Hallmark, S., N. Hawkins, and O. Smadi. Evaluation of Dynamic Speed Feedback Signs on Curves: A National Demonstration Project. Draft Final Report. FHWA Project DTFH61-07-H-00022. September 2012.

  31. Sun, C., P. Edara, Y. Hou, and A. Robertson. "Safety Evaluation of Sequential Warning Lights in Tapers at Nighttime Work Zones" Transportation Research Record: Journal of the Transportation Research Board No. 2272. Transportation Research Board, Washington, D.C. 2012. pp. 18.

  32. Santiago-Chaparro, K. R., M. Chitturi, A. Bill, and D. A. Noyce. "Spatial Effectiveness of Speed Feedback Signs" Transportation Research Record: Journal of the Transportation Research Board No. 2281. Transportation Research Board, Washington, D.C. 2012. pp. 8–15.

  33. Cruzado, I., and E. T. Donell. "Evaluating the Effectiveness of Dynamic Speed Display Signs in Transition Zones of Two-Lane, Rural Highways in Pennsylvania" Transportation Research Record: Journal of the Transportation Research Board No. 2122. 2009. pp. 1–8.

  34. McFadden, J., and L. Elefteriadou, "Evaluating Horizontal Alignment Design Consistency of Two-lane Rural Highways: Development of New Procedure." Transportation Research Record: Journal of the Transportation Research Board No. 1737. Transportation Research Board, Washington, D.C. 2000. pp. 9–17.

  35. Hirsh, M. "Probabilistic Approach to Consistency in Geometric Design." Journal of Transportation Engineering, Vol. 113, No. 3, May 1987.

  36. Misaghi, P., and Y. Hassan. "Modeling Operating Speed and Speed Differential on Two-Lane Rural Roads" Journal of Transportation Engineering, Vol. 131, No. 6, June 2005.


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