Performance measures in Canadian Capacity Guide for Signalized Intersections

Transportation Research Record

Volumn , Issue 1572, 1997, Pages 148-159

  Teply, S ^a  

^a UNIVERSITY OF ALBERTA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 3943058871     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1572-18     Document Type: Article

References (21)

1. Richardson, D., J. Schnablegger, B. Stephenson, and S. Teply. Canadian Capacity Guide for Signalized Intersections, 1st ed. (S. Teply, ed.), Institute of Transportation Engineering, District 7, Canada, 1984.
2. Teply, S., D. I. Allingham, D. M. Richardson, and B. W. Stephenson. Canadian Capacity Guide for Signalized Intersections, 2nd ed.(S.Teply, ed.), Institte of Transportation Engineering, District 7, Canada, 1995.
3. Special Report 209: Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 1985.
4. Special Report 209: Highway Capacity Manual, 1994 Update. TRB, National Research Council, Washington, 1994.
5. Webster, F. V., and B. M. Cobbe. Traffic Signals. Road Research Technical Paper No. 56, Road Research Laboratory. Her Majestry's Stationery Office, London. U.K., 1966.
6. Sonnenberg, R. Analysis of Cycle Overloads at Signalized Intersections. M.Sc. thesis. University of Alberta, Department of Civil Engineering, Edmonton, Alberta, 1995.
7. A Method of Measuring Saturation Flow at Signalized Intersections. Road Note 34, Road Research Laboratory, Harmondsworth, Middlesex, U.K., 1963.
8. Teply, S, and A. M. Jones, Saturation Flow: Do We Speak the Same Language? InTransportation Research Record 1320, TRB, National Research Council, Washington, D.C., 1991, pp. 144-154.
9. Navin, F. P. D., and R. J. Wheeler. Pedestrian Flow Characteristics. In Traffic Engineering, Institute of Traffic Engineers, Washington, D.C., June 1969, pp. 30-36.
10. Teply, S. Probability of Overload at Sinnalized Intersections. In Transportation Research Record 1398, TRB, National Research Council, Washington, D.C., 1993, pp. 101-110.
11. Teply, S., and R. Sonnenberg. Capacity and Overload at Signalized Intersection. In Proceeding of the 1996 Annual Conference of the Institute of Transportation Engineers, District 7, Canada, St. John's, Newfoundland, 1996 (in press)
12. Robertson, D. I. Traffic Models and Optimun Strategies of Control - A Review. In Proceedings, Internatiopnal Symposium on Traffic Control Systenms, University of California, Berkeley, Calif., 1979.
13. Akcelik, R. Traffic Signals: Capacity and Timing Analysis. Research Report ARR 123, Australian Road Research Board, Victoria, 1981 (fourth reprint 1989)
14. Hurdle, V. F. Signalized Intersection Delay Models - A Primer for the Uninitiated. In Transportation Research Record 971, TRB, National Research Council, Washington, D.C., 1984, pp. 96-105.
15. Teply, S. Accuracy of Delay Survys at Signalized Intersections. In Transportation Research Record 1225, TRB, Washington, D.C., 1989, pp. 1-8.
16. Olzewsky, P. S. Overall Delay, Stopped Delay and Stops at Signalized Intersections. Journal of Transportation Engineering, vol. 119, No. 6, 1993, pp. 835-852.
17. Teply, S. Queue Probability Estimates as Constraints to Intersection Control Strategies. In Large Urban Systems (S. Yagar and A. Santiago, eds.), FHWA, U.S. Department of Transportation, 1993, pp. 137-150.
18. Teply, S. Quality of Service Considearation for the Second Edition of the Canadian Capacity Guide For Signalized Intersections. In Highway Capacity and Level of Service (U. Branolte, ed.), Balkema, Rotterdam, 1991, pp. 377-386.
19. Checkel, M. D. Notes on Traffic Driving Cycle and Pollutant Emissions Simulation. University of Alberta, Department of Mechanical Engineering, Edmonton, Alberta, 1993.
20. Philpott, S. Deterioration Rates. In MOBILESC User Guide, Environment Canada, Ottawa, Ontario, 1993, Section 2.3, pp. 8-12.
21. Cars and Climate Change. Organization for Economic Cooperation and Development and International Energy Agency, Paris, 1993.