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

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3.5 2.5 1.5 0.5 3 2 1 0 0 5 1 0 1 5 2 0 2 5 time advantage to the busway, the mixed traffic lanes will very badly congest, which may not be ideal for the rest of the traffic. Typical DisHub proposed cross section (not at bus station): Corridor 2 typical section: Pulugadung - Flamboyan (Mediros Hospital) Type Sidewalk (north) Traffic w>e BRT Island BRT traffic e>w sidewalk (south) Width 2.9 6.15 3.3 0.85 3.3 6.12 2.9 Sum 2.9 9.05 12.35 13.2 16.5 22.62 25.52 The following figure shows comparison between ITDP and the current project proposals: In either case, he curb lane and sidewalk must be reconstructed on most of the section, to define which is which. The ITDP alternative avoids cutting sidewalks and leaves only 0.43m less width for the general traffic. Segment : Pulogadung – Bermis (typical) 290 945 85 942 290 SALURAN DITUTUP 223 650 364 85 364 650 218 69 72 Existing design 290 945 85 942 290 162 600 364 300 364 600 162 SALURAN DITUTUP 85 no need to 290 290 617 330 330 617 cut sidewalks 128 128 Recommended by ITDP 290 945 85 942 290 Final Recommendations for TransJakarta, p. 98
VI.4.a.iii. ITDP and DisHub Suggested Cross Section at TransJakarta Bus Stops There is only one bus station being proposed for this section located in front of Mediros Hospital. At bus stops, we recommend some adjustments to the DisHub treatment. The ITDP alternative has 1.0meter more for the bus station, an additional 0.70 meters for the sidewalk and 0.60 meter less for general traffic. We also recommend that the bus station not be built directly in front of the hospital, but just to the East, allowing the remaining buses and taxis to stop in front of Mediros Hospital and split the problem. BRT STATION MEDIROS HOSPITAL normal bus stop 20 x 150 free area, just waiting to be expropiated and improve bus stop Proposed layout for Mediros Hospital bus station Segment : Pulogadung – Bermis (bus stop) 290 945 85 942 290 Recommended by ITDP SALURAN no need DITUTUP to cut sidewalks 223 650 364 85 364 650 218 230 69 400 540 300 300 540 72 230 290 945 85 942 290 162 600 364 300 364 600 162 Existing design SALURAN DITUTUP 128 128 290 945 85 942 290 Final Recommendations for TransJakarta, p. 99
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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
Page 47 and 48: operation would be public. In Bosto
Page 49 and 50: TransJakarta’s ticketing departme
Page 51 and 52: The verification of the tickets sol
Page 53 and 54: 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 63 and 64: Base scenario Lines Headway extensi
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 81 and 82: V.3.b. Mitigating Congestion Along
Page 83 and 84: V.3.e. Congestion Along Hayam Wuruk
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Page 87 and 88: That being said, even after reconst
Page 89 and 90: VI. PHYSICAL DESIGN ISSUES ON CORRI
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: Photo 2: Pulogadung - Flamboyan (Me
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Page 103 and 104: The typical cross section correspon
Page 105 and 106: Photo 6: Buses parking on express a
Page 107 and 108: traffic. This practice should not b
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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