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A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions

Year 2023, Volume: 8 Issue: 4, 131 - 138, 20.05.2024
https://doi.org/10.19072/ijet.1146714

Abstract

Intersections are road traffic infrastructure on highways installed to help settle directional movement that could result in conflict while vehicular trips are made. Evaluation of the challenges faced by different automobile users at the Araromi junction (A three Leg at-grade Intersection) located in Akure is the main objective of this paper. To achieve this objective, traffic flow data were collected on the spot by video recording and then the data were manually counted. While, the highway Capacity manual 2010 methodology was adopted to analyse The entry flow rates, Potential Capacities, Movement Capacities, Movement Control Delay, Approach Intersection Control and 95th Percentile Quene Length of the intersection. Findings shows that an average entry flow rate of 357 pc/h occurs for all the legs of the intersection, the North bound left turning movement of the intersection was not within the allowable limit, the average potential capacity by lane for the intersection is 445 pc/h, and the average movement capacity by lane 473 Pc/h, the various legs of the intersection has a level of service of ‘A’ and ‘C’ except the left turning minor street movement that has an ‘F’ LOS. Due to the influence of high traffic flow around the intersection, the analysis of the real-time traffic flow results reveals the need to diverge the high right turning movement into other route to cater for low left turning movement causing delay and poor LOS and a need to introduce Signal on the intersection in other to improve on her functionality.

References

  • [1] S. Sakar and M. Anil, "Performance Improvement of a Signalized Intersection. (A Case Study of New Baneshwor Intersection).," in Proceedings of IOE Graduate Conference, Pulchowk, 2017.
  • [2] Odesanya, J. F., E. E. Okoko and M. S. Stephens, "The Effect of Road Transport Emission and its Related Human Health Damages along Traffic Corridor in Ikara, Akoko North East, Ondo State.," Nigerian Journal of Logistics and Transport, pp. 31-44, 2019.
  • [3] Y. V. Navandar, A. Dhamaniya and D. A. Patel, "A Quick Method for Estimation of Level of Service at Manually Operated Tollbooths under Mixed Traffic Conditions," Transportation Research Procedia, pp. 307-3120, 2020.
  • [4] A. A. Laoye, A. O. Owolabi and S. A. Ajayi, "Indices of Traffic Congestion on Major Roads in Akure, a Developing City in Nigeria.," International Journal of Scientific & Engineering Research, pp. 434-443, 2016.
  • [5] O. O. Aderinlewo, "Performance Assessment of Selected Intersection in Akure, Nigeria," ProQuest, pp. 337-353, 2020.
  • [6] J. F. Odesanya, "Level of service (LOS) determination for a selected round about in Akure metropolis using HCM methodology and critical lane flow analysis.," Discovery, pp. 1-10, 2020.
  • [7] S. Wanisubut, "A Toll Plaza Simulation Model and Level-of-Service Criteria.," Doctoral dissertation, Polytechnic University, Michigan, USA, Michigan, 1989.
  • [8] S. Yang and E. Chung, "Driver Response Time of Queuing Vehicles at Urban Signalized Intersections," Procedia-Social and Behavioral Sciences, pp. 169-177, 2012.
  • [9] J. Prasetijo and H. Ahmad, "Capacity Analysis of Unsignalized Intersection Under Mixed Traffic Conditions," Procedia - Social and Behavioral Sciences, pp. 135-147, 2012.
  • [10] R. Surisetty and S. G. Prasad, "Estimation of Capacity at Un-Signalized Intersections under Mixed Traffic Flow Conditions," American Journal of Engineering Research, pp. 213-221, 2014.
  • [11] P. Basil and N. H. Pitale, "Comparison of Capacity at Signalised and Unsignalised Intersection," International Journal of Science Technology & Engineering, pp. 108-111, 2017.
  • [12] S. A. Haji, R. S. Mathai, M. Kumar, R. Anand and N. Kumar, "Microscopic Analysis of Unsignalized Intersections in Heterogenous Traffic Conditions.," International Journal of Research in Engineering and Science, pp. 1-12, 2021.
  • [13] I. Banerjee, S. E. Shladover, J. A. Misener, C. Y. Chan and D. R. Ragland, "Impact of pedestrian presence on movement of left-turning vehicles:method, preliminary results & possible use in intersection decision support.," India Road congress, Boombey, 2004.
  • [14] M. Haglund and L. Aberg, "Stability in drivers’ speed choice,," Transportation Research Part F Traffic Psychology and Behaviour, p. 177–188, 2002.
  • [15] S. Chandra, A. Agrawal and A. Rajamma, "Microscopic analysis of service delay at uncontrolled intersections in mixed traffic conditions," Journal of Transportation Engineering, p. 323–329, 2009.
  • [16] G. R. Patil and D. S. Pawar, "Temporal and spatial gap acceptance for minor road at uncontrolled intersections in India," Transportation Research Record: Journal of the Transportation Research Board, p. 129–136, 2014.
  • [17] S. C. Hwang, C. Lee and D. M. Lee, "Development of Gap Acceptance models for Permitted Left Turn Intersections during Rainfall," International Journal of Highway Engineering, pp. 61-68, 2017.
  • [18] T. Dusˇan and J. Milan, Transportation Engineering, Theory, Practice, and Modeling, New York: Elsevier, 2017.
  • [19] B. S. Kerner, Introduction to Modern Traffic Flow Theory and Control: The Long Road to Three-Phase Traffic Theory, New York: Springer, 2009.
  • [20] I. Odesanya and J. F. Odesanya, "Performance Analysis of Traffic Congestion Using Designated Neural Network Training Algorithms," International Journal of Engineering and Technologies, pp. 23-33, 2021.
  • [21] L. Elefteriadou, An Introduction to Traffic Flow Theory, New York: Springer, 2014.
  • [22] A. Wolferman, W. K. Alhajyaseen and H. Nakamura, "Modelling speed profiles of turning vehicles at signalized intersections," in 3rd International Conference on Road Safety and Simulation RSS2011, Indianapolis, 2011.
  • [23] S. D. Doecke, J. E. Wolley and J. R. MacKenzie, "Post impact trajectory of vehicles at rural intersections," in Australasian College of Road Safety Conference, Melbourne, Australia, 2011.
  • [24] F. Viti, S. P. Hoogendoorn, H. J. Van Zuylen, I. R. Wilmink and B. Van Arem, "Speed and acceleration distributions at a traffic signal analysed from microscopic real and simulated data," in 11th International IEEE Conference on Intelligent Transportation Systems (ITSC 2008), 651–656; , Beijing, 2008.
  • [25] F. Xu and Z. Z. Tian, "Driver behaviour and gap-acceptance characteristics at roundabouts in California,," Transportation Research Record: Journal of the Transportation Research Board, p. 117–124, 2008.
  • [26] S. Eisenman, J. Josselyn and G. List, "Operational and Safety Performance of Modern Roundabouts and Other Intersection Types," New York State Department of Transportation, Albany, 2004.
  • [27] R. Vaiana, V. Gallelli and G. F. Capiluppi, "Roundabout intersections: analysis for scenarios by micro-simulation.," in 4th International SIIV Congress-Advances in Transport Infrastructures and Stakeholder Expectations, Palermo, 2007.
  • [28] R. Akc¸elik, "A review of gap-acceptance capacity models," in In 29th Conference of Australian Institutes of Transport Research, Adelaide, 2007.
  • [29] P. Joewono and A. Halimshah, "Capacity Analysis of Unsignalized Intersection Under Mixed Traffic Conditions," in 8th International Conference on Traffic and Transportation Studies Changsha, China, August 1–3, 2012, Changsha, China, 2012.
Year 2023, Volume: 8 Issue: 4, 131 - 138, 20.05.2024
https://doi.org/10.19072/ijet.1146714

Abstract

References

  • [1] S. Sakar and M. Anil, "Performance Improvement of a Signalized Intersection. (A Case Study of New Baneshwor Intersection).," in Proceedings of IOE Graduate Conference, Pulchowk, 2017.
  • [2] Odesanya, J. F., E. E. Okoko and M. S. Stephens, "The Effect of Road Transport Emission and its Related Human Health Damages along Traffic Corridor in Ikara, Akoko North East, Ondo State.," Nigerian Journal of Logistics and Transport, pp. 31-44, 2019.
  • [3] Y. V. Navandar, A. Dhamaniya and D. A. Patel, "A Quick Method for Estimation of Level of Service at Manually Operated Tollbooths under Mixed Traffic Conditions," Transportation Research Procedia, pp. 307-3120, 2020.
  • [4] A. A. Laoye, A. O. Owolabi and S. A. Ajayi, "Indices of Traffic Congestion on Major Roads in Akure, a Developing City in Nigeria.," International Journal of Scientific & Engineering Research, pp. 434-443, 2016.
  • [5] O. O. Aderinlewo, "Performance Assessment of Selected Intersection in Akure, Nigeria," ProQuest, pp. 337-353, 2020.
  • [6] J. F. Odesanya, "Level of service (LOS) determination for a selected round about in Akure metropolis using HCM methodology and critical lane flow analysis.," Discovery, pp. 1-10, 2020.
  • [7] S. Wanisubut, "A Toll Plaza Simulation Model and Level-of-Service Criteria.," Doctoral dissertation, Polytechnic University, Michigan, USA, Michigan, 1989.
  • [8] S. Yang and E. Chung, "Driver Response Time of Queuing Vehicles at Urban Signalized Intersections," Procedia-Social and Behavioral Sciences, pp. 169-177, 2012.
  • [9] J. Prasetijo and H. Ahmad, "Capacity Analysis of Unsignalized Intersection Under Mixed Traffic Conditions," Procedia - Social and Behavioral Sciences, pp. 135-147, 2012.
  • [10] R. Surisetty and S. G. Prasad, "Estimation of Capacity at Un-Signalized Intersections under Mixed Traffic Flow Conditions," American Journal of Engineering Research, pp. 213-221, 2014.
  • [11] P. Basil and N. H. Pitale, "Comparison of Capacity at Signalised and Unsignalised Intersection," International Journal of Science Technology & Engineering, pp. 108-111, 2017.
  • [12] S. A. Haji, R. S. Mathai, M. Kumar, R. Anand and N. Kumar, "Microscopic Analysis of Unsignalized Intersections in Heterogenous Traffic Conditions.," International Journal of Research in Engineering and Science, pp. 1-12, 2021.
  • [13] I. Banerjee, S. E. Shladover, J. A. Misener, C. Y. Chan and D. R. Ragland, "Impact of pedestrian presence on movement of left-turning vehicles:method, preliminary results & possible use in intersection decision support.," India Road congress, Boombey, 2004.
  • [14] M. Haglund and L. Aberg, "Stability in drivers’ speed choice,," Transportation Research Part F Traffic Psychology and Behaviour, p. 177–188, 2002.
  • [15] S. Chandra, A. Agrawal and A. Rajamma, "Microscopic analysis of service delay at uncontrolled intersections in mixed traffic conditions," Journal of Transportation Engineering, p. 323–329, 2009.
  • [16] G. R. Patil and D. S. Pawar, "Temporal and spatial gap acceptance for minor road at uncontrolled intersections in India," Transportation Research Record: Journal of the Transportation Research Board, p. 129–136, 2014.
  • [17] S. C. Hwang, C. Lee and D. M. Lee, "Development of Gap Acceptance models for Permitted Left Turn Intersections during Rainfall," International Journal of Highway Engineering, pp. 61-68, 2017.
  • [18] T. Dusˇan and J. Milan, Transportation Engineering, Theory, Practice, and Modeling, New York: Elsevier, 2017.
  • [19] B. S. Kerner, Introduction to Modern Traffic Flow Theory and Control: The Long Road to Three-Phase Traffic Theory, New York: Springer, 2009.
  • [20] I. Odesanya and J. F. Odesanya, "Performance Analysis of Traffic Congestion Using Designated Neural Network Training Algorithms," International Journal of Engineering and Technologies, pp. 23-33, 2021.
  • [21] L. Elefteriadou, An Introduction to Traffic Flow Theory, New York: Springer, 2014.
  • [22] A. Wolferman, W. K. Alhajyaseen and H. Nakamura, "Modelling speed profiles of turning vehicles at signalized intersections," in 3rd International Conference on Road Safety and Simulation RSS2011, Indianapolis, 2011.
  • [23] S. D. Doecke, J. E. Wolley and J. R. MacKenzie, "Post impact trajectory of vehicles at rural intersections," in Australasian College of Road Safety Conference, Melbourne, Australia, 2011.
  • [24] F. Viti, S. P. Hoogendoorn, H. J. Van Zuylen, I. R. Wilmink and B. Van Arem, "Speed and acceleration distributions at a traffic signal analysed from microscopic real and simulated data," in 11th International IEEE Conference on Intelligent Transportation Systems (ITSC 2008), 651–656; , Beijing, 2008.
  • [25] F. Xu and Z. Z. Tian, "Driver behaviour and gap-acceptance characteristics at roundabouts in California,," Transportation Research Record: Journal of the Transportation Research Board, p. 117–124, 2008.
  • [26] S. Eisenman, J. Josselyn and G. List, "Operational and Safety Performance of Modern Roundabouts and Other Intersection Types," New York State Department of Transportation, Albany, 2004.
  • [27] R. Vaiana, V. Gallelli and G. F. Capiluppi, "Roundabout intersections: analysis for scenarios by micro-simulation.," in 4th International SIIV Congress-Advances in Transport Infrastructures and Stakeholder Expectations, Palermo, 2007.
  • [28] R. Akc¸elik, "A review of gap-acceptance capacity models," in In 29th Conference of Australian Institutes of Transport Research, Adelaide, 2007.
  • [29] P. Joewono and A. Halimshah, "Capacity Analysis of Unsignalized Intersection Under Mixed Traffic Conditions," in 8th International Conference on Traffic and Transportation Studies Changsha, China, August 1–3, 2012, Changsha, China, 2012.
There are 29 citations in total.

Details

Primary Language English
Subjects Engineering, Electronic Device and System Performance Evaluation, Testing and Simulation, Transportation and Traffic, Simulation, Modelling, and Programming of Mechatronics Systems
Journal Section Makaleler
Authors

Joseph Femi Odesanya 0000-0001-6842-3833

Early Pub Date May 13, 2024
Publication Date May 20, 2024
Acceptance Date March 19, 2024
Published in Issue Year 2023 Volume: 8 Issue: 4

Cite

APA Odesanya, J. F. (2024). A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions. International Journal of Engineering Technologies IJET, 8(4), 131-138. https://doi.org/10.19072/ijet.1146714
AMA Odesanya JF. A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions. IJET. May 2024;8(4):131-138. doi:10.19072/ijet.1146714
Chicago Odesanya, Joseph Femi. “A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions”. International Journal of Engineering Technologies IJET 8, no. 4 (May 2024): 131-38. https://doi.org/10.19072/ijet.1146714.
EndNote Odesanya JF (May 1, 2024) A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions. International Journal of Engineering Technologies IJET 8 4 131–138.
IEEE J. F. Odesanya, “A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions”, IJET, vol. 8, no. 4, pp. 131–138, 2024, doi: 10.19072/ijet.1146714.
ISNAD Odesanya, Joseph Femi. “A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions”. International Journal of Engineering Technologies IJET 8/4 (May 2024), 131-138. https://doi.org/10.19072/ijet.1146714.
JAMA Odesanya JF. A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions. IJET. 2024;8:131–138.
MLA Odesanya, Joseph Femi. “A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions”. International Journal of Engineering Technologies IJET, vol. 8, no. 4, 2024, pp. 131-8, doi:10.19072/ijet.1146714.
Vancouver Odesanya JF. A Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditions. IJET. 2024;8(4):131-8.

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