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

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A. 2. Model Calibration A.2. a. TransJakarta Calibration The volumes of passengers have been calibrated with observed data from TransJakarta at morning peak hour. 3000 CALIBRATION PASSENGERS VOLUMES BLOCK M-KOTA BUSWAY MORNING PEAK HOUR 2500 2000 1500 1000 500 0 500 1000 1500 2000 Blok M Al Azhar Bunderan Senayan Gelora Polda Benhil Karet Setiabudi Dukuh Atas Tosari modeled modeled HI Sarinah BI observed observed Monas Harmoni Sawah Besar Mangga Besar Olimo Glodok Kota Modeled Volumes 2500 2000 1500 1000 500 Calibration of Passengers Volumes y = 0.82x + 362.57 R 2 = 0.97 0 0 500 1000 1500 2000 2500 Observed Volumes Final Recommendations for TransJakarta, p. 130
Globally, the calibration is very satisfactory. The angular coefficient 0.82 is a little bit low, it reflects the fact that, for the small volumes (between 600 and 1200), the modeled volumes are lightly overestimate. Simulation results: MORNING PEAK ACTUAL Lines Headway extension Travel time Boarding pax Max Volume BM-KT 1.5 13.01 43.58 2583 2281 KT-BM 1.5 13.02 43.61 1754 1588 TOTAL 26.03 4337 DAILY PASSENGERS Lines Boarding pax BM-KT 37144 KT-BM 25223 TOTAL 62366 A. 2. b. Total network calibration The control points for observed volumes of passengers correspond to the 60 bidirectional sections of the OD survey, which were used to expand the OD. In addition, 12 bidirectional points were added to refine the adjustment. The next figure represents the location of the points. The coloration indicates the calibration level, green where assigned volumes/observed volumes are included in an interval of 20%, black over 20%, red under 20%. Final Recommendations for TransJakarta, p. 131
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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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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 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 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 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: period, and the expansion of the da
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