[
[1] TRB, National Research Council: Highway Capacity Manual. Washington, D. C., 2010.
]Search in Google Scholar
[
[2] TROUTBECK, R. J. – BRILON, W.: Unsignalised Intersection Theory, Traffic Flow Theory. Transportation Research Board Special Report, 2000.
]Search in Google Scholar
[
[3] AKCELIK, R.: Lane-by-lane modelling of unequal lane use and flares at roundabouts and signalised intersections: The SIDRA solution. London, 38 (7/8), 1997.
]Search in Google Scholar
[
[4] KYTE, M. – TIAN, Z. – MIR, Z. et al.: Capacity and Level of Service at Unsignalized Intersections: Final Report, Vol. 2, All-Way Stop-Controlled Intersections, 2007.
]Search in Google Scholar
[
[5] POLUS, A. – VLAHOS, E.: Evaluation of roundabouts versus signalized and unsignalized intersections in delaware, report. Delaware Center for Transportation, 2005.
]Search in Google Scholar
[
[6] RUSSELL, E. R. – MANDAVILLI, S. – RYS, M. J.: Operational Performance of Kansas Roundabouts: Phase II. Report # K-TRAN: KSU-02-4. Kansas U. S. Department of Transportation, Topeka, 2005.
]Search in Google Scholar
[
[7] SISIOPIKU, V. P. – OH, H.: Evaluation of Roundabout Performance Using SIDRA. Journal of Transportation Engineering, Vol. 127, No. 2, 2001, pp. 143–150.10.1061/(ASCE)0733-947X(2001)127:2(143)
]Search in Google Scholar
[
[8] Insurance Institute for Highway Safety: Status Report, Vol. 35, No. 5, 2000.
]Search in Google Scholar
[
[9] MCKINLEY, D. W.: In Traffic Control Devices Handbook. ITE, Washington, D. C., 2001, pp. 261–361.
]Search in Google Scholar
[
[10] ZION, M. – LIST, G. F. – MANNING, C.: Testing Delay Models with Field Data for Four-Way, Stop Sign-Controlled Intersections. Transportation Research Record 1225, TRB, National Research Council, Washington, D. C., 1989, pp. 83–90.
]Search in Google Scholar
[
[11] ELBERMAWY, A. E.: Development of Vehicular Volume Guidelines for Two-Way versus Four-Way Stop Controls. ITE Journal, Vol. 74, No. 11, 2004, pp. 16–22.
]Search in Google Scholar
[
[12] HAN, L. D. – LI, J. M. – URBANIK, T.: Control Type Selection at Isolated Intersections Based on Control Delay under Various Demand Levels. Transportation Research Record. Journal of the Transportation Research Board, No. 2071, 2008, pp. 109–116.
]Search in Google Scholar
[
[13] JIANG, T. – YU, Q. – DENG, X. et al.: Control Type Selection at Isolated Intersections Based on Level of Service. Paper 12-2511, Compendium of Papers, 91st Annual Meeting, Transportation Research Board of the National Academies, Washington, D. C., 2012.
]Search in Google Scholar
[
[14] KIRK, A. – JONES, C. – STAMATIADIS, N.: Improving Intersection Design Practices. Transportation Research Record: Journal of the Transportation Research Board, No. 2223, 2011, pp. 1–8.
]Search in Google Scholar
[
[15] SUSHMITHA, R. – RAVISHANKAR, K. V. R.: Measuring Control Delays at Signalized Intersections in Mixed Traffic Conditions. Slovak Journal of Civil Engineering, Vol. 29, No. 3, 2021, pp. 31-40.10.2478/sjce-2021-0019
]Search in Google Scholar
[
[16] YOUNES, M. – SULEIMAN, G. – ABUSHAMMALA, M. – OMARI, K.: Modelling of Traffic Noise Along Urban Corridor: A Case Study of Amman. Civil and Environmental Engineering, Vol. 17, No. 2, 2021, pp. 456-464.10.2478/cee-2021-0048
]Search in Google Scholar
[
[17] FHWA: Manual on Uniform Traffic Control Devices for Streets and Highways. U. S. Department of Transportation, Washington, D. C., 2009.
]Search in Google Scholar
[
[18] VASCONCELOS, A. – SILVA, A. – SECO, Á: Capacity of normal and turbo-roundabouts: comparative analysis. Proceedings of the Institution of Civil Engineers Transport, 2014, 167(2), pp. 88-99.10.1680/tran.12.00003
]Search in Google Scholar
[
[19] KIMBER, R. M.: The traffic capacity of roundabouts. Transport and Road Research Laboratory (TRRL), LR942, Crowthorne, UK, 1980.
]Search in Google Scholar