<![CDATA[Junction is the meeting of three or more roads or intersect on the urban road network system. In the high volume of traffic, especially at rush hour at the intersection of often conflicting traffic flows that can be dangerous for road users. This can be seen from the congestion that occurs in the main streets and intersections unresolved generally in Pontianak, particularly at the intersection of Jl. Purnama - Jl. M.Sohor - Jl. Lt. Sutoyo although the police have to work extra hard regulate traffic, but traffic jams still occur. Based on this, the purpose of the writing of this study was to analyze and evaluate the existing condition of the crossing and arranging intersections into traffic light settings. So we get the planning traffic light at the intersection. In writing this study researchers used survey methodology, namely to observe the conditions on the location of the intersection of Jl. Purnama - Jl. M.Sohor - Jl. Lt. Sutoyo and collection of secondary data, the flow of motor vehicle traffic. Then compile the data that has been collected is processed by using theoretical calculations Indonesian Highway Capacity Manual (MKJI) 1997 quantitatively. Furthermore, the data that has been processed is the basis of researchers in preparing the plan of arrangement traffic lights that comply with the Indonesian Highway Capacity Manual (MKJI) 1997. Based on the data collected, from both primary and secondary data So to evaluate the performance crossroads M.Sohor, Purnama road and street Lt. Sutoyo as follows: threshold of traffic flow at crossroads M.Sohor, Purnama road and street Lt. Sutoyo ie 1498 smp / hour, which exceeds the terms of the criteria of an intersection, ie> 750 vehicles / hour, so it needs to re-planning to organize the intersection with the traffic light settings. From planning the traffic light settings in 2016, then obtained a green signal, namely Jl. Purnama 40 sec, Jl. M.Sohor 10s, and Jl. Lt. Sutoyo 25 sec. Based on the projected growth in traffic in 2016 the degree of saturation (DS) is 0.868. Keywords: crossing, IHCM, traffic, traffic light]]>
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