D. Chen, and S. Ahn, “Capacity-drop at extended bottlenecks: Merge, diverge, and weave,” Transportation Research Part B,Vol. 108, pp. 1-20, 2018.of Transportation (DoT) State of Florida, Bottlenecks on Florida SIS, 2011.## R. L. Bertini, and M. T. Leal, “Empirical study of traffic features at a freeway lane drops,” Journal of Transportation Engineering, vol. 131, pp. 397, 2005.## J. H. Lee, and M. J. Cassidy, “An empirical and theoretical## study of freeway weave bottlenecks,” California PATH Research Report, USB-ITS-PRR-2009.## J. Rudjanakanoknad, and C. Akaravorakulchai, “Mechanism of a freeway weaving section as typical traffic bottleneck,” Transportation Research Board, Paper#11-0747, 2011.## M. Treiber, and A. Kesting, “Trajectory and Floating-Car Data. In: Traffic Flow Dynamics,” Springer, Berlin,Heidelberg, 2013.## M. Garavello, K. Han, and B. Piccoli, “Models for vehiculartraffic on networks (Vol. 9),” American Institute ofMathematical Sciences (AIMS), Springfield, MO, 2016.##M. Rezazadeh, E. Safa, and B. Naqli, “Investigation of alternative left turn detours at lighted intersections in the city,” International Conference on Civil Engineering, Architecture and Urban Management in Iran, Tehran, University of Tehran, 2019 (In Persian).## M. Majd, K. Rahimof, and S. Afandizadeh, “Evaluating the performance of lighted intersections after replacing a straight
left turn with a middle turn without removing the traffic light,”2nd International Conference on Civil Engineering, Architecture and Crisis Management, 2018 (In Persian).## F. Haqiqi, S. Seyedhosseini, and S. Niknejad, “Analysis and effectiveness of replacing lighted intersections with U-turns,”13th International Conference on Transportation and Traffic Engineering, 2014 (In Persian).## M. Safarzadeh, S. Naseralavi, and S. Hasaninasab, “Eliminate left turn at the illuminated intersection using two adjacent squares,” 8th Iranian Conference on Transportation and Traffic Engineering, 2009 (In Persian).## A. Afshari, “The effect of marginal park near the intersection on the fuel consumption of vehicles by Aimsun software,”International Conference on Civil Engineering, Architecture and Urban Cityscape, Turkey, 2016 (In Persian).##S. Afandizadeh, A. Aabgoun, and N. Dehghani,“Effectiveness of marginal park on latency at lighted
intersections using AIMSUN software along with model calibration for an intersection in Tehran,” 13th International Conference on Transportation and Traffic Engineering, 2014
(In Persian).## F. Firzouie, R. Norouzi, R. Eftekhari, and S. Mohsenian,Technical and economic evaluation of marginal park management in intersection performance optimization; Case study of Aboutaleb-Qarni intersection of Mashhad,”International Conference on Urban Planning and
Management, 2018 (In Persian).## Highway Geometric Design Code No. 415,” Office of
Deputy for Strategic Supervision Department of Technical
Affairs, 2012 (In Persian).## Road Safety Manual,”, Management and Planning
Organization, 2005 (In Persian).## Road restraint systems – Part 2: Performance classes, impact
test acceptance criteria and test methods for safety barriers
including vehicle parapets,” Iranian National Standardization
Organization, 2013 (In Persian).##U. S. Department of Transportation (US Dot), Federal
Highway Administration, “Manual on Uniform Traffic
Control Devices (MUTCD) for Streets and Highways,” 2003.##Urban Roads – Safety Equipments in Gore Points of Highways – Code of Practice,” Iranian National Standardization Organization, 2015 (In Persian).##“Traffic control devices – Fixed vertical signs – Part 2: Specification and technical Characteristics,” Iranian National Standardization Organization, 2013 (In Persian).##General Techncal Specification for Design, Measurment andInstallation of Road Lighting,” Office of Deputy for Strategic Supervision Department of Technical Affairs, 2013 (In
Persian).## K. Markvica, G. Richter, and G. Lenz, “Impact of urban street lighting on road users’ perception of public space and mobility behavior,” Building and Environment, Vol 154,
pp.32-43, 2019.## P. R. Anciaes, and P. Jones, “Estimating preferences for
different type’s pf pedestrian crossing facilities,” Transportation Research Part F: Traffic Psychology and Behaviour, Vol. 52, pp. 222-237. 2018.##N. W. F., Bode, M. Chraibi, and S. Holl, “The emergence of macroscopic interactions between intersecting pedestrian
streams,” Transportation Research Part B, Vol. 119, pp. 197-210, 2019.##O. Oviedo-Trespalacios, and B. Scott-Parker, “Footbridge usage in high-traffic flow highways: The intersection of safety
and security in pedestrian decision-making,” TransportationResearch Part F: Traffic Psychology and Behaviour, Vol. 49,pp. 177-187, 2017.##H. Rizati, S. Z. Ishak, and I. R. Endut, I. R. “The utilization rates pf pedestrian bridges in Malaysia,” IEEE Business Engineering and Industrial Applications Colloquium(BEIAC), 2013.##M. Rasanen, T. Lajunen, F. Alticafarbay, and C. Aydin,
“Pedestrian self-reports of factors influencing the use of pedestrian bridges,” Accident Analysis and prevention, Vol. 39, pp. 969-973, 2007.##S. Hasanpour, A. Asgari, and A. Komasi, “Prioritize the factors affecting the selection of the best intersection control system,” National Conference on Architectural Engineering,Civil Engineering and Urban Development, 2016 (In Persian).##Y. Zhang, P. A. Ioannou, “Combined variable speed limit and ##lane change control for highway traffic,” IEEE Transactions ##on Intelligent Transportation Sys-tems, Vol. 99, pp. 1–12,
2016.## J. Banks, J. S. Carson, B. L. Nelson, and D. M. Nicol,“Discrete-Event system simulation (Fourth edition),” Prentice Hall Publisher. 2004.Comprehensive plan of Kerman city,” Kerman Municipality Transportation and Traffic Organization, 2012 (In Persian).
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