Publication Cover
Transportation Letters
The International Journal of Transportation Research
Volume 12, 2020 - Issue 1
170
Views
5
CrossRef citations to date
0
Altmetric
Articles

Influence of major stream composition on critical gap at two-way stop-controlled intersections – a case study

ORCID Icon &

References

  • Ashalatha, R., and S. Chandra. 2011. “Critical Gap through Clearing Behavior of Drivers at Unsignalised Intersections.” KSCE Journal of Civil Engineering 15 (8): 1427–1434. doi:10.1007/s12205-011-1392-5.
  • Ashalatha, R., P. Kala, and S. Chandra. 2005. “Comparative Study on Gap Acceptance at T-Intersections.” Indian Highways 33 (7): 29–40.
  • Ashworth, R. 1970. “The Analysis and Interpretation of Gap Acceptance Data.” Transportation Science 4 (3): 270–280. doi:10.1287/trsc.4.3.270.
  • Brilon, W. 2016. “Some Remarks Regarding the Estimation of Critical Gaps.” Transportation Research Record: Journal of the Transportation Research Board 2553: 10–19. doi:10.3141/2553-02.
  • Brilon, W., R. Koenig, and R. Troutbeck. 1999. “Useful Estimation Procedures for Critical Gaps.” Transportation Research Part A: Policy and Practice 33 (3–4): 161–186.
  • Chandra, S., M. Mohan, and T. J. Gates (2014). “Estimation of Critical Gap Using Intersection Occupancy Time.” Nineteenth International Conference of Hong Kong Society for Transportation Studies, Hong Kong, 313–320.
  • Hewitt, R. H. 1983. “Measuring Critical Gap.” Transportation Science 17 (1): 87–109. doi:10.1287/trsc.17.1.87.
  • Highway Capacity Manual. 2000. Special Rep. No. 209, 4th Ed., Transportation Research Board, National Research Council, Washington, DC.
  • Highway Capacity Manual. 2010. Special Rep. No. 209, 5th Ed., Transportation Research Board, National Research Council, Washington, DC.
  • Miller, A. J. (1972). “Nine Estimators of Gap-Acceptance Parameters.” International Symposium on the Theory of Traffic Flow and Transportation, G. Newell, ed., Elsevier, Amsterdam, 215–235.
  • Patil, G., and D. Pawar. 2014. “Temporal and Spatial Gap Acceptance for Minor Road at Uncontrolled Intersections in India.” Transportation Research Record: Journal of the Transportation Research Board 2461: 129–136. doi:10.3141/2461-16.
  • Raff, M. S. 1950. A Volume Warrant for Urban Stop Signs. Eno Foundation for Highway Traffic Control, Washington D. C., USA.
  • Rakha, H., S. Sadek, and I. Zohdy. 2011. “Modeling Differences in Driver Left-Turn Gap Acceptance Behavior Using Bayesian and Bootstrap Approaches.” Procedia - Social and Behavioral Sciences 16: 739–750. doi:10.1016/j.sbspro.2011.04.493.
  • Tian, Z., R. Troutbeck, M. Kyte, W. Brilon, M. Vandehey, W. Kittelson, and B. Robinson (2000). “A Further Investigation on Critical Gap and Follow-Up Time.” Fourth International Symposium on Highway Capacity, Transportation Research Board, Maui, Hawaii, 397–408.
  • Tian, Z., M. Vandehey, B. Robinson, W. Kittelson, M. Kyte, R. Troutbeck, W. Brilon, and N. Wu. 1999. “Implementing the Maximum Likelihood Methodology to Measure a Driver’s Critical Gap.” Transportation Research Part A: Policy and Practice 33 (3–4): 187–197.
  • Troutbeck, R. 1992. Estimating Critical Acceptance Gap from Traffic Movements. Physical Infrastructure Centre Research Report. 92-5, Queensland, Australia.
  • Troutbeck, R. 2014. “Estimating the Mean Critical Gap.” Transportation Research Record: Journal of the Transportation Research Board 2461: 76–84. doi:10.3141/2461-10.
  • Troutbeck, R. J. 2016. “Revised Raff’s Method for Estimating Critical Gaps.” Transportation Research Record: Journal of the Transportation Research Board 2553: 1–9. doi:10.3141/2553-01.
  • Velan, S. M., and M. Van Aerde. 1996. “Gap Acceptance and Approach Capacity at Unsignalized Intersections.” ITE Journal 3: 40–45.
  • Weinert, A. (2000). “Estimation of Critical Gaps and Follow-Up Times at Rural Unsignalized Intersections in Germany.” Fourth International Symposium on Highway Capacity, Transportation Research Board, Maui, Hawaii, 409–421.
  • Wu, N. 2012. “Equilibrium of Probabilities for Estimating Distribution Function of Critical Gaps at Unsignalized Intersections.” Transportation Research Record: Journal of the Transportation Research Board 2286: 49–55. doi:10.3141/2286-06.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.