Framework for evaluating advance-detection designs for high-speed intersection approaches

Transportation Research Record

Volumn , Issue 2192, 2010, Pages 127-135

  Pratt, Michael P ^a   Bonneson, James A ^a  

^a TEXAS A AND M UNIVERSITY SYSTEM   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONTROL DELAY; CONTROLLER SETTING; DETECTION COVERAGE; GREEN PHASE; HIGH SPEED; LINE DETECTORS; PASSAGE TIME; PROBABILITY OF ENDINGS; TRAFFIC CONDITIONS; TRAFFIC SPEED;

SPEED;

EID: 79951524815     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2192-12     Document Type: Article

References (7)

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3. Hulsher, F. R. The Problem of Stopping Drivers After the Termination of the Green Signal at Traffic Lights. In Traffic Engineering and Control, Crowthorne, England, March 1984, pp. 110-116.
4. Sheffi, Y., and H. Mahmassani. A Model of Driver Behavior at High- Speed Signalized Intersections. Transportation Science, Vol. 15, No. 1, Feb. 1981, pp. 50-61. (Pubitemid 11481805)
5. Li, P., and M. M. Abbas. Optimal Advance Detectors Design for the Multi-Detector Green Extension System at High-Speed Signalized Intersections. Presented at 88th Annual Meeting of the Transportation Research Board, Washington, D.C., 2009.
6. ITE Technical Council Committee 4A-16. Determining Vehicle Signal Change Intervals: Proposed Recommended Practice. ITE Journal, Vol. 59, No. 7, July 1989, pp. 27-32.
7. Lin, F.-B. Optimal Timing Settings and Detector Lengths of Presence Mode Full-Actuated Control. In Transportation Research Record 1010, TRB, National Research Council, Washington, D.C., 1985, pp. 37-45.