Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published January 1997

Performance Measures in Canadian Capacity Guide for Signalized Intersections

Abstract

The set of performance measures included in the second edition of the Canadian Capacity Guide for Signalized Intersections, an updated, enhanced, and significantly expanded version of a Canadian traffic engineering document, is described. Because some of these measures represent new research applications and have not been published elsewhere, the objectives here are threefold; (a) to share the results with the broader technical public, (b) to present them for an international discussion, and (c) to contribute to the ongoing debate on evaluation of the performance of signalized intersections, often the most critical elements of urban networks. The second edition presents a set of traditional, modified, and new analytical tools as well as a set of up-to-date numerical parameters for Canadian conditions, which make it possible to analyze specific problems and to assess the benefits and disadvantages of alternative solutions. The number of measures of effectiveness has been substantially increased compared with the first edition. In addition to the traditional types of delay, there are two new key performance measures: total person delay and delay to pedestrians. These are essential prerequisites for equitable treatment of all modes of transportation, especially public transit. Other performance measures, such as several types of queues, probability of cycle overload, number of stops, fuel consumption, and pollutant emissions, provide the user with a comprehensive account of intersection operation. Some of these measures are also useful as input to economic and environmental analyses. In addition, the results of the procedures may provide vital information for transportation demand modeling and forecasting.

Get full access to this article

View all access and purchase options for this article.

References

1. Richardson D., Schnablegger J., Stephenson B., and Teply S. Canadian Capacity Guide for Signalized Intersections, 1st ed. (Teply S., ed.), Institute of Transportation Engineers, District 7, Canada, 1984.
2. Teply S., Allingham D. I., Richardson D. M., and Stephenson B. W. Canadian Capacity Guide for Signalized Intersections, 2nd ed. (Teply S., ed.), Institute of Transportation Engineers, 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, D.C., 1994.
5. Webster F. V., and Cobbe B. M. Traffic Signals. Road Research Technical Paper No. 56, Road Research Laboratory, Her Majesty’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 Jones A. M. Saturation Flow: Do We Speak the Same Language? In Transportation Research Record 1320, TRB, National Research Council, Washington, D.C., 1991, pp. 144–154.
9. Navin F. P. D., and Wheeler R. J. 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 Signalized Intersections. In Transportation Research Record 1398, TRB, National Research Council, Washington, D.C., 1993, pp. 101–110.
11. Teply S., and Sonnenberg R. Capacity and Overloads at Signalized Intersections. In Proceedings 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 Optimum Strategies of Control—A Review. In Proceedings, International Symposium on Traffic Control Systems, 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 Surveys at Signalized Intersections. In Transportation Research Record 1225, TRB, Washington, D.C., 1989, pp. 1–8.
16. Olszewski 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 (Yagar S. and Santiago A., eds.), FHWA, U.S. Department of Transportation, 1993, pp. 137–150.
18. Teply S. Quality of Service Considerations for the Second Edition of the Canadian Capacity Guide For Signalized Intersections. In Highway Capacity and Level of Service (Branolte U., 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 MOBILE5C 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.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published: January 1997
Issue published: January 1997

Rights and permissions

© 1997 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

S. Teply
University of Alberta, Department of Civil Engineering, Edmonton, Alberta, Canada T6G 2G7

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 2

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 5

  1. Delay in Oversaturated Flow Condition at Signal Controlled Intersectio...
    Go to citation Crossref Google Scholar
  2. Saturation Flow Rate of Urban At-Grade Signalized Intersection Under D...
    Go to citation Crossref Google Scholar
  3. Increasing the complex intersections functioning efficiency by restric...
    Go to citation Crossref Google Scholar
  4. Marginal Delay: New Measure for Quality of Service at Signalized Inter...
    Go to citation Crossref Google Scholar
  5. Comparison of Queue-Length Models at Signalized Intersections
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub