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A Traffic Analysis and Redesign of Transportation Facilities: A Case of Imam Abdullah Bin Saud Road and Khaled Bin Al Walid Street Interchange

Seongkwan Mark Lee, Abdullah I. Al-Mansour

Abstract


According to the definition of transportation, a movement of people and goods from one location to another location, we look for transportation facilities to contribute to a smooth traffic movement in a desirable and sustainable manner. Therefore, in case there is any facility which is suffering from chronic congestions, then it is inevitable to consider an improvement of it. The intersection which is located at Imam Abdullah Bin Saud Road and Khaled Bin Al Walid Street was selected as a target to be considered in this study, since it faces huge traffic volume all day long and suffers from serious jams and disorders every day. To give a recommendable solution to it, first, we checked the current condition of the intersection; described available alternatives for the improvement of the target; collected traffic data with geometric considerations; and achieved capacity analysis to compare two considerable design alternatives with the current design. Through this process, we found that the level of service of current intersection is F with 190 seconds of control delay. Replacing the current intersection with either SPDI or CDI can reduce about 60% of delay and improve the quality of traffic flow. Even the results of SPDI were slightly better than those of CDI. We concluded that the city of Riyadh should take an urgent step to improve the site by applying the results which we drew from this research. Additionally, we kindly recommend ADA and Riyadh Municipality to do basic studies more on Riyadh traffic characteristics for future research and facility improvements.

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References


Garber NJ and Hoel LA. (2010). Traffic and Highway Engineering, 4th EDITION. Boston, MA: Cengage Learning.

Rabia AY. (2016). Estimating the minimum delay optimal cycle length based on a time-dependent delay formula. Alexandria Eng J. Vol 55(3): pp.2509–2514.

Massachusetts DOT. (2016). Design Guide. Massachusetts Department of Transportation. Available from: https://www.massdot.state.ma.us/Portals/8/docs/designGuide/CH_7.pdf.

American Association of State Highway and Transportation Officials.(2011). A Policy on Geometric Design of Highways and Streets, 6th edition. Washington, DC: AASHTO.

Dietz DM. (2018). What is the geometric advantage of crossing over to the other side in a diverging diamond interchange? Available from: https://www.quora.com/What-is-the-geometric-advantage-of-crossing-over-to-the-other-side-in-a-diverging-diamond-interchange.

Meuleners L, Roberts P, Chow K, Logan D, and Fraser M. (2016). The DIAMOND Study: Diverging Diamond Interchanges in Western Australia: Performance on a driving simulator. Curtin-Monash Accident Research Centre. Available from: https://c-marc.curtin.edu.au/local/docs/The_DIAMOND_Study.pdf.

Florida DOT. (2014). Traffic Analysis Handbook. Department of Transportation Florida. Available from: http://www.fdot.gov/planning/systems/programs/SM/intjus/pdfs/Traffic%20Analysis%20Handbook_March%202014.pdf.

New Jersey DOT. (2001). Road User Cost Manual. New Jersey Department of Transportation. Available from: http://www.state.nj.us/transportation/eng/documents/RUCM/pdf/RUCManual.pdf.




DOI: https://doi.org/10.37628/jtets.v5i1.416

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