Green extension and traffic detection schemes at signalized intersections

Transportation Research Record

Volumn , Issue 1978, 2006, Pages 16-24

  Tian, Zong ^a   Urbanik, Thomas ^b  

^a Reno   (United States)

^b University of Tennessee   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; MATHEMATICAL MODELS; TRAFFIC CONTROL;

LANE BY LANE DETECTION; TRAFFIC FLOW; TRAFFIC SIMULATION MODELS;

VEHICLE LOCATING SYSTEMS;

EID: 33847323061     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1978-05     Document Type: Conference Paper

References (8)

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2. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
3. Lin, F.-B. Estimation of Average Phase Durations for Full-Actuated Signals. In Transportation Research Record 881, TRB, National Research Council, Washington, D.C., 1982, pp. 65-72.
4. Lin, F. B. Predictive Models of Traffic-Actuated Cycle Splits. Transportation Research, Vol. 16B, No. 5, 1982, pp. 361-372.
5. Akcelik, R. Estimation of Green Times and Cycle Time for Vehicle-Actuated Signals. In Transportation Research Record 1457, TRB, National Research Council, Washington, D.C., 1994, pp. 63-72.
6. NCHRP 3-48: Capacity Analysis of Actuated Intersections. Final Report. TRB, National Research Council, Washington, D.C., 1996.
7. Cowan, R. J. Useful Headway Models. Transportation Research, Vol. 9, No. 6, 1975, pp. 371-375.
8. Sullivan, D. P., and R. J. Troutbeck. Use of Cowan's M3 Headway Distribution for Modeling Urban Traffic Flow. Traffic Engineering & Control, Vol. 35, No. 7/8, 1994, pp. 445-450.