Making TransJakarta a World Class BRT System - ITDP | Institute for ...
Making TransJakarta a World Class BRT System - ITDP | Institute for ...
Making TransJakarta a World Class BRT System - ITDP | Institute for ...
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3.5<br />
2.5<br />
1.5<br />
0.5<br />
3<br />
2<br />
1<br />
0<br />
0 10 20 30 40 50 60<br />
VI.4.b.i. Existing Typical Cross Section<br />
Type<br />
Corridor 2- Flamboyan toll road typical section (Gading, Pulomas, Asmi, Pedongkelan)<br />
sidewalk<br />
(south)<br />
Traffic<br />
e>w local<br />
Sepa<br />
rator<br />
Traffic<br />
e>w express<br />
Island<br />
traffic<br />
w>e<br />
express<br />
Sepa<br />
rator<br />
traffic<br />
w>e local<br />
sidewalk<br />
(north)<br />
width 5.8 6.7 0.85 6.7 10.17 7.6 1.5 7.25 9<br />
sum 5.8 12.5 13.4 20.05 30.22 37.82 39 46.52 55.52<br />
This 3.0 km stretch is basically express, and there are only two signalized intersections<br />
located at:<br />
? Kelapa Gading: 500 meters west to beginning.<br />
? Under the toll road (Wiyoto Wiyono) at the west extremity of the section.<br />
These two points are already quite congested and need improvement to avoid increase of<br />
congestion after the <strong>BRT</strong> corridor is implemented. This topic will be discussed<br />
separately.<br />
VI.4.b.ii. DisHub and <strong>ITDP</strong> Proposed Typical <strong>TransJakarta</strong> Cross Sections<br />
According our previous calculation, 9.7 meters width would be enough <strong>for</strong> general<br />
traffic, there<strong>for</strong>e on the E > W side (narrower than W > E) if from the (6.7 + 6.7) = 13.4<br />
meter is taken 3.3meters <strong>for</strong> <strong>BRT</strong> lane, the remaining 13.4 - 3.3 = 10.1 meters of the<br />
existing road would be enough <strong>for</strong> general traffic (without cutting the central island). But<br />
with the present division, this would mean only (6.7 - 3.3) = 3.4 meters <strong>for</strong> the express<br />
road, and we do not recommend it (need at least two lanes). The alternative would be to<br />
remove the separator and operate with only three lanes without express and local.<br />
However, field verification showed that at some places there is a considerable difference<br />
of level between the local and express roads, up to 30 cm, and costs of levelling both<br />
lanes might be too high. There<strong>for</strong>e, we consider cutting the central island and separators<br />
to maintain two express lanes <strong>for</strong> general traffic is acceptable.<br />
VI.4.b.iii. Dishub and <strong>ITDP</strong> Proposed Cross Section at <strong>TransJakarta</strong> Station Stops<br />
DisHub is recommending passing lanes at the bus station stops along this part of the<br />
corridor. However, our analysis indicates that boarding and alighting volumes are low,<br />
Final Recommendations <strong>for</strong> <strong>TransJakarta</strong>, p. 101