• Asif Ahmad Bhat
• Khan Abdul Basit
• Nupur Subhashini

The performance estimation of a signal controlled crossroad mainly depends upon saturation flow rate. In urban areas, the multi-modal traffic surrounding affects the saturation flow rate. In the present study, the Indian urban traffic is grouped into two categories based on the degree of manoeuvrability namely Highly Manoeuvrable Vehicles (HMV) and others. Those vehicles which have a high measure of lateral and longitudinal mobility are called Highly Manoeuvrable Vehicles (HMV). Motorized wheelers and human-power driven bicycles are put into this category in the current study. Saturated green time studies are carried at certain signal controlled intersections of Srinagar city and the numbers collected are analysed for the saturation flow rates. The analysis concluded that the saturation flow rate depends not only on the width existing for the movement under deliberation but also on the share of HMV in the traffic. As a result of this study a statistical model was developed to explain the connection between the saturation flow rate in veh/hour and the two independent variables, the width available for movement and the amount of HMV which has admirable prediction competence for assessing saturation flow rate.

traffic, manoeuvrable, saturation flow, capacity, intersection, saturated green time, analysis, regression model

"Analysis Of Signalised Urban Intersections Under Mixed Traffic Conditions", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 8, page no.1207-1220, August-2020, Available :http://www.jetir.org/papers/JETIR2008152.pdf

"Analysis Of Signalised Urban Intersections Under Mixed Traffic Conditions", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 8, page no. pp1207-1220, August-2020, Available at : http://www.jetir.org/papers/JETIR2008152.pdf