Gap acceptance and Driver behavior at intersections in Minna, North Central Nigeria

Authors

  • P. N. Ndoke Department of Civil Engineering, Federal University of Technology, Minna, Nigeria.
  • S. S. Kolo Department of Civil Engineering, Federal University of Technology, Minna, Nigeria.

Keywords:

Gap acceptance, critical gap, driver, behavior, intersections

Abstract

The headways, spacing distributions and gap acceptance were measured from two main intersections in Minna, Central Nigeria/The average critical gap and spacing for stadium junction are 2.39 seconds and 11.08m respectively, and that of Mustapha hospital junction are 2.28 seconds and 9.56m respectively. The gap size at the intersections ranges between 1 and 57 seconds. Drivers accept gaps ranging from 2.89 to 3.72 seconds with an average of 3.2 seconds at Mustapha hospital junction and the average time of movement is 2.06 seconds. Similarly, drivers accept gaps ranging from 3.60 seconds and 4.5 seconds with an average of 4.05 seconds at Stadium Junction, and the average time of movement is 2.69 seconds. Comparing these values with the respective critical gaps from the Highway Capacity Manual shows that only values from stadium junction get close. This shows that the delays at the intersections are due mostly to driver impatience and intolerance which at times lead to accidents at the intersections. Hence, it can be concluded that traffic accidents at the intersections are due mostly to driver judgment rather than gap availability.

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Published

2010-06-01

Issue

Section

Articles