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

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Photo 8: After Galur flyover (W > E) The local lane being used for parking and stopping buses. Just after Galur flyover on W > E direction only one lane is available for circulation on local road. This is an almost congested point because the local lane is the only entrance from Galur intersection conversion flow (under the fly over). The rest of the lanes are being used for parking and for stopping buses. Photo 9: Galur flyover (W > E) On the same place (Galur flyover, W > E) on express road straight from the flyover, stopping bus occupies the left lane of the express lane, leaving only one lane for other Final Recommendations for TransJakarta, p. 106
traffic. This practice should not be allowed. Buses should stop 30 meters ahead where a third lane is available So at this place only two lanes are available on the corridor. This is practically the same traffic that uses the 5 lanes theoretically available from this point to Cempaka Mas. As calculated before, the traffic volume, by considering future increase, will require a width of 11.0 meters. Field analysis indicates that the present volume passes normally in 3 lanes and sometimes just in two lanes. In our meetings with the busway team, the team’s justification presented for 5 lanes is based on an effort to preserve the local lanes for local traffic, that in practice means preserving the local lanes for parking and stopping vehicles. This means Jakarta would be cutting trees to preserve existing parking practices on the corridor. VI.4.d. Segment Galur Flyover to Senen For this segment the busway project will have two bus stops: Galur: located 100 meters after (to the west) Galur flyover. The existing plan proposed by the busway team seems appropriate. Senen: Located between Senen flyover intersection and the approach of the Senen tunnel which is under construction. ITDP has not seen the design of this bus stop, so there is no comment on it. VI. 5. Specific Recommendations for Intersections in Corridor II VI.5.a. Senen intersection Presently there is a four-phase signalized intersection. Future design of this intersection depends on the BRT itinerary from Senen to the West which is not yet decided by the government. Final Recommendations for TransJakarta, p. 107
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Making TransJakarta a World Class B
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V. INCREASING THE BUSWAY’S CAPACI
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The main reason the capacity on Tra
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The Harmoni Station is a special pr
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demand. If the single door bus and
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The difference in terms of daily ri
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This operational change would incre
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I.7. Priorities for Next TransJakar
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Lines Headway extension Travel time
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While various BOT options are avail
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That being said, pedestrian safety
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II. INSTITUTIONAL RECOMMENDATIONS G
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? DisHub procured a sub-optimal tic
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had also visited BRT systems in Bra
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encumber the TransJakarta BRT syste
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An additional 34 buses were procure
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Proposal to the City Maximum Points
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indefinite period of time. In these
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o 25 kilometers for stopping the bu
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the greatest flexibility in terms o
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prefer a ‘single-seat’ trip whe
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principal contract. The software to
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capability to do it, but they are n
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operation would be public. In Bosto
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TransJakarta’s ticketing departme
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The verification of the tickets sol
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trips, not a dollar amount. Each ti
Page 55 and 56: add value to cards should be stored
Page 57 and 58: IV.1. Projected Demand on Current C
Page 59 and 60: and Kota, and Kalideras and Kota),
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Page 65 and 66: IV. 3. Demand Impact of Different F
Page 67 and 68: Morning peak hour demand (paying pa
Page 69 and 70: If both the Blue and Green Lines ar
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Page 73 and 74: Jakarta - Desire Lines The current
Page 75 and 76: Passengers at Morning peak hour Lin
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Page 83 and 84: V.3.e. Congestion Along Hayam Wuruk
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Page 91 and 92: For some high demand stations (such
Page 93 and 94: Corridor 2-3 Examples of minimum wi
Page 95 and 96: Bus Bus The offset of the pedestria
Page 97 and 98: Photo 2: Pulogadung - Flamboyan (Me
Page 99 and 100: VI.4.a.iii. ITDP and DisHub Suggest
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Page 103 and 104: The typical cross section correspon
Page 105: Photo 6: Buses parking on express a
Page 109 and 110: ITDP recommendation (after the BRT
Page 111 and 112: Our proposal would be a simpler 2-p
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Page 115 and 116: No suggestions, as right turns on c
Page 117 and 118: Photo 11: Roxy Mas trade center Rai
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Page 123 and 124: 3.5 2.5 1.5 0.5 3 2 1 0 Type Sidewa
Page 125 and 126: U- turn capacity(fig 2 lay-out) Cap
Page 127 and 128: . . 1 2 Off course the present U-tu
Page 129 and 130: period, and the expansion of the da
Page 131 and 132: Globally, the calibration is very s
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