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First published online January 1, 2013

Prediction of Capacity for Roundabouts Based on Percentages of Trucks in Entry and Circulating Flows

Abstract

The objective of this study was to estimate capacity at roundabouts by developing a method to adjust gap acceptance parameters for trucks. Because drivers' gap acceptance behavior is affected not only by trucks in the entry flow but also by trucks in the circulating flow, critical headways were separately estimated for various combinations of vehicle types in the circulating flow at 11 roundabouts in Ontario, Canada; Vermont; and Wisconsin. Because the percentage of trucks was different for different entry legs, the critical headways and follow-up times were estimated at each leg separately. Variations in gap acceptance behavior were also observed at one of the 11 roundabouts for 13 consecutive days to evaluate the statistical significance of differences in behavior between two entry legs. The results showed that a new adjusted critical headway improved the accuracy of capacity estimation and that the critical headways were significantly different between the two legs with different percentages of trucks in the entry flow. The study provided insight into how to capture the effect of trucks on roundabout capacity.

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References

1. Highway Capacity Manual 2010. Transportation Research Board of the National Academies, Washington, D.C., 2010.
2. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
3. Tanner J. C. The Capacity of Uncontrolled Intersection. Biometrika, Vol. 54, No. 3-4, 1967, pp. 163–170.
4. Troutbeck R. J. Average Delay at Unsignalized Intersection with Two Major Streams Each Having Dichotomized Headway Distribution. Transportation Science, Vol. 20, No. 4, 1986, pp. 272–286.
5. Akçelik R. A Review of Gap-Acceptance Capacity Models. Presented at 29th Conference of the Australian Institutes of Transport Research, Adelaide, 2007.
6. McGowan P., and Stanley L. Alternative Methodology for Determining Gap Acceptance for Two-way Stop-controlled Intersections. ASCE Journal of Transportation Engineering, Vol. 138, No. 5, 2012, pp. 495–501.
7. Vasconcelos L., Seco Á. M., and Silva A. B. Estimation of Critical and Follow-up Headways at Roundabouts. Presented at 91st Annual Meeting of the Transportation Research Board, Washington, D.C., 2012.
8. Troutbeck R. J. Effect of Heavy Vehicles at Australian Traffic Circles and Unsignalized Intersections. In Transportation Research Record 1398, TRB, National Research Council, Washington, D.C., 1993, pp. 54–60.
9. Akçelik & Associates Pty Ltd. SIDRA INTERSECTION 5.1. Greythorn, Victoria Australia, 2011.
10. Zheng D., Porters B., Chitturi M. V., Bill A., and Noyce D. A. Evaluating the Operational Characteristics at a Heavily Congested Roundabout. Presented at 90th Annual Meeting of the Transportation Research Board, Washington, D.C., 2011.
11. Robinson B. W., Rodegerdts L., Troutbeck R., Brilon W., Bondzio L., Courage K., Kyte M., Mason J., Flannery A., Myers E., Bunker J., and Jacquemart G. Roundabouts: An Informational Guide. FHWA-RD-00-067. FHWA, U.S. Department of Transportation, 2000.
12. Rodegerdts L., Bansen J., Tiesler C., Knudsen J., Myers E., Johnson M., Moule M., Persaud B., Lyon C., Hallmark S., Isebrands H., Crown R. B., Guichet B., and O'Brien A. NCHRP Report 672: Roundabouts: An Informational Guide, 2nd ed. Transportation Research Board of the National Academies, Washington, D.C., 2010.
13. Dahl J., and Lee C. Empirical Estimation of Capacity for Roundabouts Using Adjusted Gap-Acceptance Parameters for Trucks. In Transportation Research Record: Journal of the Transportation Research Board, No. 2312, Transportation Research Board of the National Academies, Washington, D.C., 2012, pp. 34–45.
14. McKnight G. A., Khattak A. J., and Bishu R. Driver Characteristics Associated with Knowledge of Correct Roundabout Negotiation. In Transportation Research Record: Journal of the Transportation Research Board, No. 2078, Transportation Research Board of the National Academies, Washington, D.C., 2008, pp. 96–99.
15. Lee C., and Dahl J. Evaluating the Effect of Trucks on Roundabout Performance Using Microscopic Traffic Simulation Model. Proc., 9th Canadian Society for Civil Engineering International Transportation Specialty Conference, Edmonton, Alberta, Canada, 2012.
16. Al-Omari B. H., Al-Masaeid H. R., and Al-Shawabkah Y. S. Development of a Delay Model for Roundabouts in Jordan. ASCE Journal of Transportation Engineering, Vol. 130, No. 1, 2004, pp. 76–82.
17. Md Diah J., Rahman M. Y., Adna M. A., and Hooi Ling K. Modeling the Relationship between Geometric Design and Weaving Section Flow Process of Conventional Roundabouts. ASCE Journal of Transportation Engineering, Vol. 137, No. 12, 2012, pp. 980–986.
18. Hagring O. Derivation of a Capacity Equation for a Roundabout Entry with Mixed Circulating and Exiting Flows. In Transportation Research Record: Journal of the Transportation Research Board, No. 1776, TRB, National Research Council, Washington, D.C., 2001, pp. 91–99.
19. Raff M. S., and Hart J. W. A Volume Warrant for Urban Stop Signs. Traffic Engineering and Control, Vol. 5/1983, 1950, pp. 255–258.
20. Wu N. A New Model of Estimating Critical Headway and Its Distribution at Unsignalized Intersections Based on the Equilibrium of Probabilities. Proc., 5th International Symposium on Highway Capacity and Quality of Service, Yokohama, Japan, 2006.
21. Akçelik R., and Chung E. Calibration of the Bunched Exponential Distribution of Arrival Headways. Road Transport Research, Vol. 3, No. 1, 1994, pp. 42–59.
22. Akçelik R. Roundabouts with Unbalanced Flow Patterns. Presented at the ITE 2004 Annual Meeting, Lake Buena Vista, Fla., 2004. Updated: May 6, 2005.

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Article first published online: January 1, 2013
Issue published: January 2013

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© 2013 National Academy of Sciences.
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Authors

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Chris Lee
Department of Civil and Environmental Engineering, University of Windsor, Windsor, Ontario N9B 3P4, Canada.
Moayed Naeem Khan
Department of Civil and Environmental Engineering, University of Windsor, Windsor, Ontario N9B 3P4, Canada.

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