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First published online January 1, 2012

Calibration and Validation of Highway Capacity Manual 2010 Capacity Model for Single-Lane Roundabouts

Abstract

The 2010 edition of the Highway Capacity Manual (HCM 2010) provides new capacity models for single-lane and multilane roundabouts, which generally predict lower capacity than other popular models previously used in the United States. Acknowledging that both roundabout design practices and the public's use of roundabouts are still maturing in the United States, the HCM recommends local calibration of the capacity models to best reflect local behavior and specifies a calibration procedure that uses two gap acceptance parameters: the critical headway and the follow-up headway. This calibration procedure was used in a case study to develop a calibrated HCM model that was based on driver behavior at three single-lane roundabouts in Carmel, Indiana. Both gap acceptance parameters in Carmel were significantly lower than the default values in the HCM 2010. For validation, the calibrated HCM model was compared with the actual 1-min flow rates collected in the field during the congested periods. The calibrated HCM model was consistent with the field conditions for the low to medium circulating flow rates and overestimates the capacity for the high circulating flow rates. Other findings include the impact of exiting traffic, circulating flow rates, degree of saturation, and amount of the gap acceptance data on the calibration results.

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References

1. Highway Capacity Manual 2010. Transportation Research Board of the National Academies, Washington, D.C., 2010.
2. Rodegerdts L., Blogg M., Wemple E., Myers E., Kyte M., Dixon M.P., List G.F., Flannery A., Troutbeck R., Brilon W., Wu N., Persaud B.N., Lyon C., Harkey D.L., and Carter D. NCHRP Report 572: Roundabouts in the United States. Transportation Research Board of the National Academies, Washington, D.C., 2007.
3. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
4. Kimber R. M. The Traffic Capacity of Roundabouts. Report LR 942. TRRL Laboratory, Crowthorne, United Kingdom, 1980.
5. Akçelik R., and Troutbeck R. J. Implementation of the Australian Roundabout Analysis Method in SIDRA. In Highway Capacity and Level of Service: Proceedings of the International Symposium on Highway Capacity (Brannolte U., ed.), Karlsruhe, Germany, 1991.
6. Wei T., Grenard J.L., and Shah H. R. Developing Capacity Models for Local Roundabouts: Streamlined Process. In Transportation Research Record: Journal of the Transportation Research Board, No. 2257, Transportation Research Board of the National Academies, Washington, D.C., 2011, pp. 1–9.
7. Xu F., and Tian Z. Z. Driver Behavior and Gap-Acceptance Characteristics at Roundabouts in California. In Transportation Research Record: Journal of the Transportation Research Board, No. 2071, Transportation Research Board of the National Academies, Washington, D.C., 2008, pp. 117–124.
8. Tian Z., Vandehey M., Robinson B., Kittelson W., Kyte M., Troutbeck R., and Brilon W. Implementing the Maximum Likelihood Methodology to Measure Driver's Critical Gap. Proc., 3rd International Symposium on Intersections Without Traffic Signals, Portland, Ore., 1997.
9. Hagring O. Derivation of Capacity Equation for 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.
10. Mereszczak Y., Dixon M.P., Kyte M., Rodegerdts L.A., and Blogg M. L. Including Exiting Vehicles in Capacity Estimation at Single-Lane U.S. Roundabouts. In Transportation Research Record: Journal of the Transportation Research Board, No. 1988, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 23–30.
11. Fortuijn L. Turbo Roundabouts: Estimation of Capacity. In Transportation Research Record: Journal of the Transportation Research Board, No. 2130, Transportation Research Board of the National Academies, Washington, D.C., 2009, pp. 83–92.
12. Flannery A., and Datta T. Operational Performance Measures of American Roundabouts. In Transportation Research Record 1572, TRB, Washington, D.C., 1997, pp. 68–75.

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Article first published online: January 1, 2012
Issue published: January 2012

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© 2012 National Academy of Sciences.
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Authors

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Ting Wei
American Structurepoint, Inc. 7260 Shadeland Station, Indianapolis, IN 46256.
Jeromy L. Grenard
American Structurepoint, Inc. 7260 Shadeland Station, Indianapolis, IN 46256.

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