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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Right-Turn-on-Red Operation at Signalized Intersections with Single and Dual Right-Turn Lanes: Evaluating Performance. Washington, DC: The National Academies Press. doi: 10.17226/27264.
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Page 116
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Right-Turn-on-Red Operation at Signalized Intersections with Single and Dual Right-Turn Lanes: Evaluating Performance. Washington, DC: The National Academies Press. doi: 10.17226/27264.
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Page 116
Page 117
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Right-Turn-on-Red Operation at Signalized Intersections with Single and Dual Right-Turn Lanes: Evaluating Performance. Washington, DC: The National Academies Press. doi: 10.17226/27264.
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REFERENCES Abu-Lebdeh, G., R.F. Benekohal, and B. Al-Omari. 1997. Models for Right-Turn-on-Red and Their Effects on Intersection Delay. Transportation Research Record: Journal of the Transportation Research Board, No. 1572, pp. 131–139. Akçelik, R. 1981. Traffic Signals: Capacity and Timing Analysis. Australian Road Research Board, Melbourne, Victoria, Australia. Akçelik and Associates. 2011. SIDRA INTERSECTION User Guide. Akcelik and Associates Pty Ltd, Greythorn, Victoria, Australia. Bonneson, J.A. and M.D. Fontaine. 2001. NCHRP Report 457: Engineering Study Guide for Evaluating Intersection Improvements. National Cooperative Highway Research Program, Washington, DC. Calcagno, V. and C. de Mazancourt. 2010. glmulti: An R Package for Easy Automated Model Selection with (Generalized) Linear Models. Journal of Statistical Software, Vol. 34, No. 12, pp. 1–29. Chadda, H.S. and P.M. Schonfeld. 1985. Are Pedestrians Safe at Right-Turn-on-Red Intersections? Journal of Transportation Engineering, Vol. 111, No. 1, pp. 1–16. Chen, X., Y. Qi, and D. Li. 2012. Estimating Right-Turn-on-Red Capacity for Dual Right-Turn Lanes at Signalized Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 2286, pp. 29–38. Chen, K., Y. Cheng, O. Berkout, and O. Lindhiem. 2017. Analyzing Proportion Scores as Outcomes for Prevention Trials: A Statistical Primer. Prevention Science, Vol. 18, No. 3, pp. 312–321. Cooner, S.A., S.E. Ranft, Y.K. Rathod, Y. Qi, L. Yu, Y. Wang, and S. Chen. 2011. Development of Guidelines for Triple Left and Dual Right-Turn Lanes: Technical Report. Texas Transportation Institute, Texas A&M University System, College Station, TX. Creasey, F.T., N. Stamatiadis, and K. Viele. 2011. Right-Turn-on-Red Volume Estimation and Incremental Capacity Models for Shared Lanes at Signalized Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 2257, pp. 31–39. Diegel, R.J. 1994. Service Time Distribution for the RTOR Highway Traffic Maneuver. PhD dissertation. The Union Institute, Cincinnati, OH. Emtenan, A.M.T. and C.M. Day. 2021. Impact of Turning Lane Storage Length and Turning Proportions on Throughput at Oversaturated Signalized Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 2675, pp. 305– 319. Feng, C.X. 2021. A Comparison of Zero-Inflated and Hurdle Models for Modeling Zero-Inflated Count Data. Journal of Statistical Distributions and Applications, Vol. 8, No. 8. Gao, H. 2011. Delay Models at Signalized Intersections Considering Short Right-Turn Lanes and Right Turn on Red. PhD dissertation. University of Nevada, Reno, NV. Hawley, P.A. and J. Bruggeman. 2009. Right Turn on Red Methodology Evaluation. Report to Wisconsin DOT, Madson, WI. Kyte, M., Z. Tian, Z. Mir, Z. Hameedmansoor, W. Kittelson, M. Vandehey, B. Robinson, W. Brilon, L. Bondzio, N. Wu, and R. Troutbeck. 1996. NCHRP Web-Only Document No. 5: Capacity and Level of Service at Unsignalized Intersections. National Cooperative Highway Research Program, Washington, DC. 115

Jaleel, J.S. 1984. A Review of Right Turn on Red after Stop. ITE Journal. Vol. 54, No. 1, pp. 35–39. Liu, Q.X. 1995. A Simulation Study on the Characteristics of Right-Turn-on-Red Operations at Signalized Intersections. PhD dissertation. University of Arizona, Tucson, AZ. Lord, D. 2003. Synthesis on the Safety of Right Turn on Red in the United States and Canada. 82nd Annual Meeting of the Transportation Research Board, January 12–16, Washington, DC. Luh, J.Z. and Y-J. Lu. 1990. Capacity Computations of Right-Turn-on-Red using the Highway Capacity Manual. ITE Journal, Vol. 60, No. 4, pp. 34–39. Mamlouk, M., R.L. May, and H.L. Michael. 1976. Right-Turn-on-Red in Indiana. Proceedings, Purdue Road School, pp. 185–205. O’Hara, R. and D. Kotze. 2010. Do Not Log-Transform Count Data. Methods in Ecology and Evolution, Vol. 1, No. 2, pp. 118–122. Oregon DOT. 2019. Analysis Procedures Manual. Oregon Department of Transportation, Salem, OR. Qureshi, M.A., and L.D. Han. 2001. Delay Model for Right-Turn Lanes at Signalized Intersections with Uniform Arrivals and Right Turns on Red. Transportation Research Record: Journal of the Transportation Research Board, No. 1776, pp. 143–150. Stewart, J.A. and K. Hodgson. 1995. Estimation of Right Turn on Red Saturation Flow Rates. Canadian Journal of Civil Engineering, Vol. 22, pp. 535–543. Tarko, A.P. 2001. Predicting Right Turns on Red. Transportation Research Record: Journal of the Transportation Research Board, No. 1776, pp. 138–142. Teply, S., D.I. Allingham, D.B. Richardson, and B.W. Stephenson. 2008. Canadian Capacity Guide for Signalized Intersections. 3rd edition. Canadian Institute of Transportation Engineers, Ottawa, Ontario, Canada. Trafficware, LLC. 2017. Synchro Studio 10 User Guide. Sugar Land, TX. TranSmart Technologies, Inc. 2015. Signalized Intersection Capacity Data Collection: A Statewide Evaluation of Saturation Flow Rate and Right Turn on Red. Wisconsin Department of Transportation, Madison, WI. TRB. 2000. Highway Capacity Manual 2000. Transportation Research Board of the National Academies, Washington, DC. ——. 2010. Highway Capacity Manual, Fifth Edition. Transportation Research Board of the National Academies, Washington, DC. ——. 2016. Highway Capacity Manual, Sixth Edition: A Guide for Multimodal Mobility Analysis. Transportation Research Board of the National Academies, Washington, DC. Ver Hoef, J.M. and P.L. Boveng. 2007. Quasi-Poisson vs. Negative Binomial Regression: How Should we Model Overdispersed Count Data? Ecology, Vol. 88, No. 11, pp. 2766–72. Virkler, M.R. and R.R. Maddela. 1995. Capacity for Right Turn on Red. Transportation Research Record: Journal of the Transportation Research Board, No. 1484, pp. 66–72. Virkler, M.R. and M.A. Krishna. 1998. Gap Acceptance Capacity for Right Turns at Signalized Intersections. Transportation Research Record: Journal of the Transportation Research Board, No. 1646, pp. 47–53. Vuong, Q.H. 1989. Likelihood Ratio Tests for Model Selection and Non-Nested Hypotheses. Econometrica, Vol. 57, No. 2, pp. 307–333. 116

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The determination of the level-of-service (LOS) at signalized intersections is an important activity for decision-making in the allocation of resources for managing public roads, estimating the impact of new developments, and designing signal timing plans. There is a need to develop models of right-turn-on-red (RTOR) volume to permit users of the Highway Capacity Manual methodology to estimate the RTOR rather than rely on collection of field data, which often does not include RTOR as a separate quantity.

NCHRP Web-Only Document 368: Right-Turn-on-Red Operation at Signalized Intersections with Single and Dual Right-Turn Lanes: Evaluating Performance, from TRB's National Cooperative Highway Research Program, addresses these needs through the development of models for RTOR volume prediction and the development of improved guidance for whether to allow RTOR.

The document is supplemental to NCHRP Research Report 1068: Right-Turn-on-Red Site Considerations and Capacity Analysis: Practitioner's Guide.

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