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Making TransJakarta a World Class BRT System - ITDP | Institute for ...

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V.3.e. Congestion Along Hayam Wuruk<br />

There are several problems which are pervasive throughout the corridor but which are<br />

more pronounced in the northern section of the corridor which are aggravating mixed<br />

traffic congestion and slowing down bus speeds. First, buses that have continued to<br />

operate in the mixed traffic lanes do not stop at designated bus stops, nor do they stop<br />

only in the curb lane. They frequently consume two full lanes of traffic. The congestion<br />

impact of this is further exacerbated as they sometimes idle in these locations waiting <strong>for</strong><br />

passengers. The removal of more of the bus lines with the opening of Corridor II and III<br />

should help this problem somewhat. Tighter police en<strong>for</strong>cement of illegal stopping of<br />

buses would also help.<br />

There are also problems of illegally parked<br />

vehicles along the northern part of the corridor,<br />

as well as considerable illegal vending activity<br />

and various <strong>for</strong>ms of paratransit occupying the<br />

roadway waiting <strong>for</strong> passengers. Much of the northern section of the corridor needs to be<br />

revitalized, and part of an urban revitalization ef<strong>for</strong>t in the Glodok area should include<br />

working out a more rational parking plan, rationalization of vending activity, and<br />

integration of paratransit idling into the design or tighter regulation of this activity. We<br />

estimate that two out of four lanes are lost due to these activities.<br />

There are also several U turns in the corridor,<br />

particularly in the northern section. The current<br />

configuration is acceptable <strong>for</strong> locations where the<br />

number of u-turning private vehicles is less than<br />

1200 vehicles per hour. For between 1200 vehicles<br />

per hour and 2000 vehicles per hour, a traffic light<br />

separating the u-turning traffic and the busway should be used. For volumes over 2000,<br />

an additional U-turn should be added in another location to split the turning volumes at<br />

each U-turn. The U – turn just north of the Harmony intersection will have to be<br />

addressed as a special case as it will have to accommodate turning buses as well.<br />

Final Recommendations <strong>for</strong> <strong>TransJakarta</strong>, p. 83

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