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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2020. Decision-Making Guide for Traffic Signal Phasing. Washington, DC: The National Academies Press. doi: 10.17226/25905.
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Page 81
Page 82
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2020. Decision-Making Guide for Traffic Signal Phasing. Washington, DC: The National Academies Press. doi: 10.17226/25905.
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Page 82

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73 References 1. AASHTO. A Policy on Geometric Design of Highways and Streets. American Association of State Highway and Transportation Officials, Washington, D.C., 2018. 2. Bureau of Labor Statistics. CPI Inflation Calculator. 2019. Available at https://www.bls.gov /data/inflation_calculator.htm. Accessed July 2019. 3. California Manual on Uniform Traffic Control Devices. California Department of Transportation, Sacramento, 2014. 4. Chen, L., C. Chen, and R. Ewing. The Relative Effectiveness of Pedestrian Safety Countermeasures at Urban Intersections: Lessons from a New York City Experience. Presented at the 91st Annual Meeting of the Transportation Research Board, Washington, D.C., 2012. 5. City of El Cerrito. Active Transportation Plan. El Cerrito, CA, 2016. 6. Dittberner, R. and N. Vu. How Long is Your LPI? Balancing Pedestrian Comfort and Traffic Impacts with an Elongated Leading Pedestrian Interval. ITE Journal, December 2017. 7. Fayish, A. C., and F. Gross. Safety Effectiveness of Leading Pedestrian Intervals Evaluated by a Before– After Study with Comparison Groups. Transportation Research Record: Journal of the Transportation Research Board, No. 2198, 2010, pp. 15–22. https://doi.org/10.3141/2198-03. 8. Alternative Intersections/Interchanges: Informational Report. FHWA-HRT-09-060. Federal Highway Administration, U. S. Department of Transportation, 2009c. 9. Crash Costs for Highway Safety Analysis. FHWA SA-17-071. Federal Highway Administration, U. S. Department of Transportation, 2018. 10. Crash Modification Factors Clearinghouse. Federal Highway Administration, U. S. Department of Transportation, 2019. Available at http://www.cmfclearinghouse.org/. 11. Interim Approval for Optional Use of a Bicycle Signal Face (IA-16). Federal Highway Administration, U. S. Department of Transportation, 2013a. 12. Manual on Uniform Traffic Control Devices for Streets and Highways, 2009 Edition. Federal Highway Administration, U. S. Department of Transportation, 2009b. 13. Pedestrian Facilities Users Guide – Providing Safety and Mobility. FHWA-RD-01-102. Federal Highway Administration, U. S. Department of Transportation, 2002. 14. Pedestrian Signalization Alternatives. FHWA-RD-83. Federal Highway Administration, U. S. Department of Transportation, 1983. 15. Safety Evaluation of Offset Improvements for Left-Turn Lanes. FHWA-HRT-09-035. Federal Highway Administration, U. S. Department of Transportation, 2009a. 16. Safety Evaluation of Protected Left-Turn Phasing and Leading Pedestrian Intervals on Pedestrian Safety. FHWA-HRT-18-044. Federal Highway Administration, U. S. Department of Transportation, 2018. 17. Separated Bike Lane Planning and Design Guide. FHWA-HEP-15-025. Federal Highway Administration, U. S. Department of Transportation, 2015. 18. Signalized Intersections Informational Guide, 2nd ed. FHWA-SA-13-027. Federal Highway Administration, U. S. Department of Transportation, 2013b. 19. Traffic Control Systems Handbook. FHWA -HOP-06-006. Federal Highway Administration, U. S. Department of Transportation, 2005. 20. Traffic Signal Operations Handbook. FHWA/TX-09/0-5629-PI. Federal Highway Administration, U. S. Department of Transportation, 2009d.

74 21. Brehmer, C. L., K. C. Kacir, D. A. Noyce, and M. P. Manser. NCHRP Research Report 493: Evaluation of Traffic Signal Displays for Protected-Permissive Left-Turn Control. Transportation Research Board, Washington, D.C., 2003. 22. McGee Sr., H., K. Moriarty, K. Eccles, M. Liu, T. Gates, and R. Retting. NCHRP Research Report 731: Guidelines for Timing Yellow and All-Red Intervals at Signalized Intersections. Transportation Research Board, Washington, D.C., 2012. 23. Signal Timing Manual, 1st Edition. National Cooperative Highway Research Program, 2008. 24. Signal Timing Manual, 2nd Edition. National Cooperative Highway Research Program, 2015. 25. Park, M. Left-Turn Phase Reservice in Cycle with Short Dual Left-Turn Bay. ITE Journal, 2010. 26. The Value of Travel Time Savings: Departmental Guidance for Conducting Economic Evaluations – Revision 2 (2016 update). U.S. Department of Transportation, 2016. 27. Virginia Supplement to the 2009 Manual on Uniform Traffic Control Devices, 2009 Edition. Virginia Department of Transportation, Richmond, 2013.

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Few resources provide information related to selecting the most appropriate traffic signal phasing for the various geometric and operational situations encountered in the field. This is especially true for left-turn signal phasing decisions with respect to the level of control for the left-turn movement and whether left turns should precede or follow the main through movement.

The TRB National Cooperative Highway Research Program's NCHRP Web-Only Document 284: Decision-Making Guide for Traffic Signal Phasing is designed to give professionals designing or operating signalized intersections the tools they need to provide safe and efficient overall operations, considering both crash risk and movement delays.

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