Minor Road Traffic Delays at Priority Junctions on Low Speed Roads in Suburban Areas

Authors

  • Mohammad Ali Sahraei Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Othman Che Puan Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • M. Al–Muz–zammil Yasin Faculty of Education, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia

DOI:

https://doi.org/10.11113/jt.v70.3496

Keywords:

Delay, twilight time, minor road, observed delay, Tanner

Abstract

Traffic delay is one of the important aspects considered in the assessment of the operational performance of intersections. In the analysis of priority or unsignalised junctions, delays to minor road vehicles are often estimated using the existing mathematical models. However, the applicability of such a model depends on the basis and the source of the data with which the model was calibrated. This study was carried out to evaluate traffic delays to minor road vehicles at priority junctions in suburban areas. The data were collected at two priority junctions using video recording technique. The results showed that the day time delays were longer than of those observed during the twilight time. In both situations, delay to minor road vehicles increases as the volume of major road traffic increases. However, the effect of conflicting volume on the delay to the minor road vehicles is not clear. The comparisons between observed delay and the values predicted using the HCM and Tanner’s models indicated that, in general, the observed delays are much lower than the values predicted by both models particularly during the day time. Such a finding suggests that both HCM and Tanner’s models are not directly applicable to the analysis of delays at priority junctions in Malaysia.

References

Brilon, W., R. Troutbeck, and M. Tracz. 1997.Review of International Practices Used to Evaluate Unsignalized Intersections. Transportation Research Circular (TRB), National Research Council.

Transportation Research Board (TRB). 1994.Highway Capacity Manual. Spec. Rep. No. 209, 3rd Ed., Transportation Research Board, National Research Council, Washington, D.C.

Kaysi, I. and S. A. Ali. 2007. Modeling Aggressive Driver Behavior at Unsignalized Intersections. Accident Analysis and Prevention. 39: 671–678.

Tanner, J. C. 1962. A Theoretical Analysis of Delays at an Uncontrolled Intersection. Biometrika. 49(1/2): 163–170.

Transportation Research Board (TRB). 2000. HighwayCapacity Manual.National Research Council, Washington, D.C.

Gattis, J. L. and T. L. Sonny, 1999. Gap Acceptance at Atypical Stop- Controlled Intersections. J. Of Tra. Eng. 125: 201–207.

Wachs, M., M. S. John, and E. Robert, 2000. Highway Capacity Manual. Transportation Research Board (TRB). National Academy of Sciences. Inc. USA. 522–574.

Sunanda, D., J. L. Jian, and Y. Ping, 2007. Driver Age Differences In Day And Night Gap Acceptance Capabilities. International Association Of Traffic and Safety Science. 26: 71–79.

Troutbeck, R. 1992.Estimating the Critical Acceptance Gap from Traffic Movements. Physical Infrastructure Centre, Queensland University of Technology, Australia.

Velan, S. M. and M. Van Aerde, 1996.Gap Acceptance and Approach Capacity at Unsignalized Intersections. Transportation Research Board., Institute of Transportation Engineers.

Ashalatha, R. and C. Satish, 2011. Service Delay Analysis at TWSC Intersections through Simulation. KSCE Journal of Civil Engineering. 15: 413–425.

Mohammad AliSahraei, Othman Che Puan, and Nima Jahandar, 2012. Comparison of Delays between Twilight Time and Day Time.J. Basic. Appl. Sci. Res. 2: 9649–9657.

Lu, J. J. andLall, B. K. 1995. Empirical Analysis of Traffic Characteristics at Two-Way Stop-Controlled Intersections in Alaska. Transportation Research Record. 49–56.

Amir, H. S., Z. A. Hedayat, and F. Ardeshir, 2011. Development of a Delay Model for Unsignalized Intersections Applicable to Traffic Assignment. Transportation Research Board. 34: 497–507.

Al-Omari, B. andBenekohal, R. F. 1999. Hybrid Delay Models for Unsaturated Two-way Stop Controlled Intersections. Journal of Transportation Engineering-Asce. 125(4): 291–296.

Brilon, W. 2008. Delay at Unsignalized Intersections. Transportation Research Record. 2071: 98–108.

Hawkes, A. G., 2012. Delay at Traffic Intersections. Journal of the Royal Statistical Society. 28: 202–212.

Ashworth, R. 1976. A Videotape–Recording System for Traffic Data Collection and Analysis. Traffic Engineering and Control. 17(11): 468–470.

Othman Che Puan. 1999.A Simulation Study of Speed and Capacity of Rural Single Carriageway Roads. Division of Civil Engineering, Cardiff School of Engineering, University of Wales Cardiff.

Ashalata R. and Satish Chandra. 2011. Critical Gap through Clearing Behaviour of Drivers at Unsignalised Intersections. KSCE Journal of Civil Engineering. 15(8): 1427–1434.

Downloads

Published

2014-09-09

How to Cite

Minor Road Traffic Delays at Priority Junctions on Low Speed Roads in Suburban Areas. (2014). Jurnal Teknologi, 70(4). https://doi.org/10.11113/jt.v70.3496