• Ms. P.D. Joynar
• Ms.S. Cynthiya Margaret Indrani
• Mr. M V SURESH

Much exertion has been spent in growing progressively productive control frameworks for signalized crossing points to adjust the limit of the system to the inconstancy of the interest. This inconstancy is halfway because of time-subordinate factors yet additionally to the stochastic idea of the interest itself. The acclaimed British transportation analyst, F. V. Webster, built up a progression of valuable traffic speculations, which have affected current traffic examination since the 1950s. Be that as it may, in light of this investigation, Webster's base postpone cycle length condition overestimates the ideal cycle length contrasted with the outcomes depend on the (Highway Capacity Manual) HCM 2016 strategy. This is because of the rebuilding of the HCM 2016 postpone condition when contrasted with the first Webster's defer estimation. For a disconnected crossing point, in view of Webster's postpone condition, the defer will progress toward becoming unendingness when the level of immersion of a path gathering approaches one, which is ridiculous, while the postpone dependent on HCM 2016 strategy can suit some arbitrary disappointments and transient oversaturation circumstances. The HCS programming was utilized to direct examinations for a normal four-stage crossing point over a wide scope of volume and lost time situations, and the outcomes were utilized to alter the first Webster least defer cycle length condition. The new least defer cycle length conditions dependent on this examination altogether improve the exactness of anticipating the ideal cycle length for separated convergences at high traffic volume conditions.

Traffic Control, Optimal Cycle Length, Isolated Intersection, Delay, HCM

"QUEUING THEORY APPLICATION IN THE TRAFFIC FLOW OF INTERSECTION ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.421-430, June-2019, Available :http://www.jetir.org/papers/JETIR1906F65.pdf

"QUEUING THEORY APPLICATION IN THE TRAFFIC FLOW OF INTERSECTION ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp421-430, June-2019, Available at : http://www.jetir.org/papers/JETIR1906F65.pdf