Capacity estimation model for signalized intersections under the impact of access point... Moreover, among the six types of access traffic flows, the access traffic flow 1 (right-turning traffic from major street), flow 4 (left-turning traffic from access point), and flow 5 (left-turning traffic from major street) cause a more significant effect on lane group capacity than others....
Safety performance evaluation of a three-leg unsignalized intersection using traffic conflict analysis... Based upon the model, assuming that other factors remain constant, when time headway or speed of eastbound traffic on major road, which is crossed by left-turning traffic from minor road, increases, the number of traffic conflicts at the intersection decreases....
Volume warrants for major and minor roads left-turning traffic lanes at unsignalized t-intersections: a case study using vissim modelling... Using level of service (LOS) C cut off point of 25 s/veh as the maximum acceptable delay to minor road left-turning traffic, an equation y = −0.57x...
Study on implementation method of left-turning traffic forbiddance measure on urban road... The left-turning traffic forbiddance measure is an important mode of traffic organization of intersection, but the traffic management departments are puzzled by the implementation...
