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

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The regression between observed and modeled volumes validate the calibration. 16000 14000 12000 Volume Passengers Calibration y = 0.97x + 118.42 R 2 = 0.96 Modeled 10000 8000 6000 4000 2000 0 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 Observed Final Recommendations <strong>for</strong> <strong>TransJakarta</strong>, p. 132
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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
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add value to cards should be stored
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IV.1. Projected Demand on Current C
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and Kota, and Kalideras and Kota),
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14 3 7 8 9 6.5 3 6 Shops stairs inv
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Base scenario Lines Headway extensi
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IV. 3. Demand Impact of Different F
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Morning peak hour demand (paying pa
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If both the Blue and Green Lines ar
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The proposed fare was defined at Rp
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Jakarta - Desire Lines The current
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Passengers at Morning peak hour Lin
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Most urgently, TransJakarta should
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significant reduction of efficiency
Page 81 and 82: V.3.b. Mitigating Congestion Along
Page 83 and 84: V.3.e. Congestion Along Hayam Wuruk
Page 85 and 86: Existing Proposed 1 st S T A G E 2
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 and 98: Photo 2: Pulogadung - Flamboyan (Me
Page 99 and 100: VI.4.a.iii. ITDP and DisHub Suggest
Page 101 and 102: 3.5 2.5 1.5 0.5 3 2 1 0 0 10 20 30
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
Page 113 and 114: 3.5 3 2.5 2 1.5 1 0.5 0 0 5 10 15 2
Page 115 and 116: No suggestions, as right turns on c
Page 117 and 118: Photo 11: Roxy Mas trade center Rai
Page 119 and 120: 3.5 3 2.5 2 1.5 1 0.5 0 0 5 10 15 2
Page 121 and 122: 3.5 2.5 1.5 0.5 3 2 1 0 3.5 3 2.5 2
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: Globally, the calibration is very s
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