[1] S. V. Velmurugan, E. Madhu, K. Ravinder, K. Sitaramanjaneyulu, and S. Gangopadhyay, “Critical Evaluation of Roadway Capacity of Multi-Lane Conditions Through Traditional and Microscopic Simulation Models,” J. Indian Roads Congr., no. 566, pp. 235–264, 2010.
[2] T. R. B. – N. R. Council, Highway Capacity Manual. 1984. [Online]. Available: https://www.semanticscholar.org/paper/731c38992b8dcad62b1aa5e2f807fd0ceaa12b77
[3] R. A. Giancristofaro and L. Salmaso, “Model performance analysis and model validation in logistic regression,” Statistica, vol. 63, no. 2, pp. 375–396, 2003.
[4] B. D. . GREENSHIELDS, T H E PHOTOGRAPHIC METHOD OF STUDYING T R A F F I C BEHAVIOR.
[5] T. Tsuboi and N. Yoshikawa, “Traffic flow analysis in Ahmedabad (India),” Case Stud. Transp. Policy, vol. 8, no. 1, pp. 215–228, 2020, doi: 10.1016/j.cstp.2019.06.001.
[6] Transportation Research Board – National Research Council, Highway Capacity Manual, no. May 2001. 2000.
[7] S. Spraggs, Traffic engineering, vol. 18, no. 3. 2000. doi: 10.1023/A:1026701215511.
[8] H. A. Awad and H. A. Mohammed, “Evaluating Traffic Operation for Multilane Highway (Ramadi – Fallujah) Highway as Case Study,” Iraqi J. Civ. Eng., vol. 9, no. 1, pp. 120–134, 2013, doi: 10.37650/ijce.2013.80394.
[9] M. Msallam, “Evaluation and Improvement of the Level of Service of Multi-Lane Highways in Jordan,” Elektrinički časopis građevinskog Fak. Osijek, no. 18, pp. 71–81, 2019, doi: 10.13167/2019.18.7.
[10] L. V. Leong, T. A. Azai, W. C. Goh, and S. A. M. Shafie, “Development and assessment of free-flow speed models based on different methods of measurements for inter urban multilane highways in Malaysia,” J. Appl. Eng. Sci., vol. 17, no. 3, pp. 256–263, 2019, doi: 10.5937/jaes17-21205.
[11] Farman Majeed Salam and A. prof. D. H. M. Majid, “Evaluation of Capacity and Level of Service for Heterogeneous Traffic of Urban Multi-Lane Highways,” Construction, vol. 2, no. 2, pp. 31–38, 2022, doi: 10.15282/construction.v2i2.8609.
[12] D. Khaled, K. Abdul, and K. Naji, “Evaluation and Improvements of Congestion in Chosen Multilane Segments in Al-Hillah City,” vol. 7, no. 1, pp. 6444–6451, 2022.
[13] T. Ghosh, S. K. Roy, and S. Gangopadhyay, “Capacity Estimation of Multilane Highways under Heterogeneous Traffic Conditions using Micro-Simulation Technique,” SAMRIDDHI A J. Phys. Sci. Eng. Technol., vol. 12, no. 01, pp. 20–25, 2020, doi: 10.18090/samriddhi.v12i01.4.
[14] H. Faheem and I. H. Hashim, “Analysis of Traffic Characteristics at Multi-lane Divided Highways, Case Study from Cairo-Aswan Agriculture Highway,” Int. Ref. J. Eng. Sci.,vol. 3, no. 1, pp. 58–65, 2014, [Online]. Available: www.irjes.com58%7C
[15] L. Li and X. (Michael) Chen, “Vehicle headway modeling and its inferences in macroscopic/microscopic traffic flow theory: A survey,” Transp. Res. Part C Emerg. Technol., vol. 76, pp. 170–188, 2017, doi: 10.1016/j.trc.2017.01.007.
[16] D. ROY, S. CHAKRABORTY, S. KUMAR, and S. CHATTERJEE, “Lane Density as Measure of Effectiveness of Multi lane Indian Highways under Heterogeneous Traffic Conditions Traffic Engineering,” no. 1968, pp. 31–35, 2016, doi: 10.15224/978-1-63248-114-6-18.
[17] D. Kong and X. Guo, “Analysis of vehicle headway distribution on multi-lane freeway considering car-truck interaction,” Adv. Mech. Eng., vol. 8, no. 4, pp. 1–12, 2016, doi: 10.1177/1687814016646673.
[18] X. Chen, L. Li, and Y. Zhang, “A markov model for headway/spacing distribution of road traffic,” IEEE Trans. Intell. Transp. Syst., vol. 11, no. 4, pp. 773–785, 2010, doi: 10.1109/TITS.2010.2050141.
[19] N. Jayaratne, C. Rathnayake, and H. Pasindu, “Evaluating the speed-flow relationship of urban four-lane roads under heterogeneous traffic conditions,” MERCon 2018 - 4th Int. Multidiscip. Moratuwa Eng. Res. Conf., pp. 455–459, 2018, doi: 10.1109/MERCon.2018.8421996.
[20] G. J. Qasim, A. K. Jameel, A. M. Abdulwahab, and A. S. Rajaa, “Estimating a congested road capacity-Headway relationship of a multi-lane highway in an urban area based on lane position,” Period. Eng. Nat. Sci., vol. 8, no. 3, pp. 1263–1279, 2020, doi: 10.21533/pen.v8i3.1449.g611.
[21] B. S. (n.d.), “EINFÜHRUNG Das Bushnell Schnellradarinstrument nutzt die Digitaltechnologie für sofortige Geschwindigkeitsmessung.” [Online]. Available: chrome-extension://efaidnbmnnnibpcajpcglclefindmkaj/https://www.armas.es/files/page/mod_ficheros/1/bushnell_medidor_velocity.pdf
[22] Institute of Transportation Engineers, “Traffic Calming- Traffic Engineering Handbook.” pp. 531–583, 2009.
[23] S. Li, K. Zhu, B. H. W. Van Gelder, J. Nagle, and C. Tuttle, “Reconsideration of sample size requirements for field traffic data collection with global positioning system devices,” Transp. Res. Rec., no. 1804, pp. 17–22, 2002, doi: 10.3141/1804-03.
[24] F. T. Creasey and B. Schroeder, HIGHWAY CAPACITY M ANUAL, 7th ed. washington, DC: transportation research board, 2022.
[25] . S. B., “Estimation of Traffic Density To Compare Speed-Density Models With Moving Observer Data,” Int. J. Res. Eng. Technol., vol. 04, no. 08, pp. 471–474, 2015, doi: 10.15623/ijret.2015.0408080.
[26] S. M. Ross, Introduction to Probability and Statistics for Engineers and Scientists, Fifth Edition. 2014. doi: 10.1016/C2013-0-19397-X.
[27] S. Salini, S. George, and R. Ashalatha, “Effect of Side Frictions on Traffic Characteristics of Urban Arterials,” Transp. Res. Procedia, vol. 17, no. December 2014, pp. 636–643, 2016, doi: 10.1016/j.trpro.2016.11.118.
[28] S. Wijayaratna, “Impacts of on-street parking on road capacity,” ATRF 2015 - Australas. Transp. Res. Forum 2015, Proc., no. October, pp. 1–15, 2015.
[29] A. Of, C. A. R. Following, H. Along, and M. Highway, “Jurnal Teknologi ANALYSIS OF CAR FOLLOWING HEADWAY ALONG,” vol. 4, pp. 59–64, 2016.
[30] M. Fellendorf and P. Vortisch, “Validation of the Microscopic Traffic Flow Model VISSIM in Different Real-World Situations,” Transp. Res. Board 80th Annu. Meet., no. January 2001, pp. 1–9, 2001, [Online]. Available: http://trid.trb.org/view.aspx?id=689890