Roundabouts in the United States (2007)

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Relationship Between Roundabout Geometry and Accident Rates—Final Report. Infrastructure Design, Transport Technology Division, Department of Main Roads, Brisbane, Queensland, Australia, 1998. 7. Brüde, U., and J. Larsson. What Roundabout Design Provides the Highest Possible Safety? In Nordic Road and Transport Research,No. 2. Swedish National Road and Transport Research Institute, 2000. 8. Service d’Etudes Techniques des Routes et Autoroutes (SETRA). Accidents at Intersections: The Use of Models to Predict Average Accidents Rates. Memorandum. Bagneux Cedex, France, 1998. 9. Persaud, B. N., R. A. Retting, P. E. Garder, and D. Lord. Safety Effect of Roundabout Conversions in the United States: Empirical Bayes Observational Before-After Study. In Transportation Research Record: Journal of the Transportation Research Board, No. 1751. TRB, National Research Council, Washington, DC, 2001, pp. 1–8. 10. Eisenman, S., J. Josselyn, G. List, B. Persaud, C. Lyon, B. Robinson, M. Blogg, E. Waltman, and R. Troutbeck. Operational and Safety Performance of Modern Roundabouts and Other Intersection Types. Final Report, SPR Project C-01-47. New York State Department of Transportation, Albany, NY, April 7, 2004. 11. Wu, N. A Universal Formula for Calculating Capacity at Round- abouts. Arbeitsblätter, No. 13. Lehrstuhl für Verkehrswesen, Ruhr- Universität Bochum, Germany, March 1997. 12. Tanner, J. C. A Theoretical Analysis of Delays at an Uncontrolled Intersection. In Biometrica, No. 49, 1962, pp. 163–170. 13. Brilon, W., N. Wu, and L. Bondzio. Unsignalized Intersections in Germany—a State of the Art 1997. Proc., Third International Symposium on Intersections Without Traffic Signals (M. Kyte, ed.), Portland, Oregon, TRB, National Research Council, Washington DC, July 1997, pp. 61–70. 14. Brilon, W., B. Stuwe, and O. Drews. Sicherheit und Leistungsfaehigkeit von Kreisverkehrsplaetzen (Safety and Capacity of Roundabouts). Research Report.Ruhr-University Bochum,Bochum,Germany,1993. 15. Stuwe, B. (formerly Hartz, B.) Untersuchung der Leistungsfähigkeit und Verkehrssicherheit an deutschen Kreisverkehrsplätzen. Schriftenreihe des lehrstuhls für Verkehrswesen der Ruhr-universität Bochum, Heft 10, Ruhr-University Bochum, Bochum, Germany, 1992. 16. Simon, M. Roundabouts in Switzerland—Recent Experiences, Capacity, Swiss Roundabout Guide. Emch + Berger Zürich AG, Switzerland, 1991. 17. Bovy, H., K. Dietrich, and A. Harmann. Guide Suisse des Giratoires. Lausanne, Switzerland, February 1991, p. 75 (cf. summary: Straße und Verkehr (Road and Traffic) No. 3, March 1991, p. 137–139). 18. Harders, J. Die Leistungsfaehigkeit nicht signalgeregelter staedtis- cher Verkehrsknoten (The Capacity of Unsignalized Urban Inter- sections). Schriftenreihe Strassenbau und Strassenverkehrstechnik, Vol. 76, 1968. 19. Kimber, R. M. The Traffic Capacity of Roundabouts. Laboratory Report LR 942. Transport and Road Research Laboratory, Crowthorne, Berkshire, United Kingdom, 1980. 20. Centre d’Etudes Techniques de l’Equipement Ouest (CETE Ouest). Girabase. Software Manual (in French). CETE Ouest, Nantes, France, 1988. 21. Louah, G. Recent French Studies on Capacity and Waiting Times at Rural Unsignalized Intersections. Intersections without Traffic Signals (W. Brilon, ed.), Springer-Verlag, Berlin, Germany, 1988. 22. Centre Etude Transports (CETUR). Conception des Carrefours a sens giratoire implantes en milieu urbain. CETUR, Bagneux, France, 1988. 23. CROW. Eenheid in Rotondes (in Dutch). Publication No. 126. CROW, Ede, Netherlands, 1999. 24. Botma, H. State of the Art of Roundabouts in the Netherlands. Proc., Third International Symposium on Intersections Without Traf- fic Signals (M. Kyte, ed.), Portland, Oregon, TRB, National Research Council, Washington DC, July 1997, pp. 55–60. 25. Arem,B.and W.E.Kneepkens.Capacities and Delays at Roundabouts in the Netherlands. 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114 27. Polus, A. and S. Shmueli. Analysis and Evaluation of the Capacity of Roundabouts. In Transportation Research Record 1572. TRB, National Research Council, Washington, DC, 1997, pp. 99–104. 28. Troutbeck, R. J. Evaluating the Performance of a Roundabout. Special Report 45, Australian Road Research Board, 1989. 29. Fischer, T. Einsatzgrenzen von Kreisverkehrsanlagen (Diplomar- beit). Schriftenreihe der Institute Eisen-bahnwesen und Verkehr- swirtschaft, Straßen- und Verkehrswesen der Technischen Universität Graz; Heft Nr. 24, 1997. 30. Eisenman, S., J. Josselyn, and G. F. List. Findings from a Survey of Roundabouts in the United States. Proc., 83rd Annual Meeting of the Transportation Research Board, Washington, DC, Transportation Research Board of the National Academies, Washington, DC, 2004. 31. Hauer, E. Observational Before-After Studies in Road Safety: Estimating the Effect of Highway and Traffic Engineering Measures on Road Safety. Pergamon Press, Elsevier Science Ltd., Oxford, United Kingdom, 1997. 32. Mereszczak, Y., M. Dixon, M. Kyte, L. Rodegerdts, and M. Blogg. Including Exiting Vehicles in Capacity Estimation at Single-Lane U.S. Roundabouts. Proc., 85th Annual Meeting of the Transportation Research Board, Washington, DC, Transportation Research Board of the National Academies, Washington, DC, 2006. 33. American Association of State Highway and Transportation Officials. A Policy on Geometric Design of Highways and Streets. AASHTO, Washington, DC, 2005. 34. American Association of State Highway and Transportation Officials. A Policy on Geometric Design of Highways and Streets. AASHTO, Washington, DC, 2001. 35. Olson, P. L., D. E. Cleveland, P. S. Fancher, L. P. Kostyniuk, and L. W. Schneider. NCHRP Report 270: Parameters Affecting Stopping Sight Distance. TRB, National Research Council, Washington, DC, 1984. 36. Kell, J. H., and I. J. Fullerton. Manual of Traffic Signal Design, 2nd ed. ITE, Washington, DC, 1998. 37. Kittelson & Associates, Inc. and TranSystems Corporation. Kansas Roundabout Guide: A Supplement to FHWA’s Roundabouts: An Informational Guide. Kansas Department of Transportation, Topeka, KS, October 2003. 38. Harwood, D. W., J. M. Mason, R. E. Brydia, M. T. Pietrucha, and G. L. Gittings. NCHRP Report 383: Intersection Sight Distance. TRB, National Research Council, Washington, DC, 1996. 39. Kyte, M., Z. Tian, Z. Mir, Z. Hameedmansoor, W. Kittelson, M. Vandehey, B. Robinson, W. Brilon, L. Bondzio, N. Wu, and R. J. Troutbeck. NCHRP Web Document 5: Capacity and Level of Service at Unsignalized Intersections: Final Report Volume 1: Two- Way Stop Controlled Intersections. TRB, National Research Coun- cil, Washington, DC, 1996. 40. Crown, R. B. Entryway Roundabout: Review of Operation and Safety. Report to City of Clearwater, FL, 2000. 41. Stidger, R. W. Roundabout Designs That Work. Better Roads for the Government/Contractor Project Team, July 2004. www.betterroads. com/articles/jul04b.htm. Accessed May 14, 2006. 42. Sides, K. Assessing the Clearwater Beach Entryway Roundabout. In Compendium of Technical Papers, ITE International Meeting and Exhibit, Nashville, TN. ITE, Washington, DC, August 2000. 43. FHWA. Manual on Uniform Traffic Control Devices. FHWA, U.S. Department of Transportation, 2003.