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

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3.5 3 2.5 2 1.5 1 0.5 0 0 5 10 15 20 25 30 35 Railroad crossing overall reduction width pcu/hour/m pcu/hour 11 700 7700 factor reduction capacity Train crossing 7% 7161 Irregular crossing 20% 5729 IV.6.a.iii. Recommendations -----Cross sections The present demand per direction is about 2400. By removing the existing bottlenecks could increase demand up to 3140. As suggested before, a width to avoid saturation should be around V/400, or: L = 3400/400 = 8.5 meters a. Typical: (not at bus stop) Corridor 3 (Harmoni to Railroad): typical section recommended by ITDP Type sidewalk (north) Trafic w>e Bus w>e Island Bus e>w Traffic e>w sidewalk (south) width 4 8.7 3.3 1 3.3 8.7 4 sum 4 12.7 16 17 20.3 29 33 We propose to cut only one meter on each side of the “existing side walk” and it will be more appropriate to say: to construct a side walk where today there is only an undefined area. Final Recommendations for TransJakarta, p. 118
3.5 3 2.5 2 1.5 1 0.5 0 0 5 10 15 20 25 30 35 -----Bus stations At Roxy Mas Bus station should be constructed not in front on Roxy Mas trade center in order to avoid concentration of bus stopping on the same place. We suggest to build a bus station located 130 meters to the east of the main pedestrian Roxy Mas entrance (where today is already a formal bus stop - in front of Lippo Bank). Bus stop Bus stop Roxy Trade Center LIPPO BANK Main car entrance The station should be 4 meters wide. Corridor 3 (Harmoni – Railroad) : ITDP recommendation for bus station section Type sidewalk (north) Trafic w>e Bus w>e Island Bus e>w Traffic e>w Sidewalk (south) Width 3 8.5 3 4 3 8.5 3 Sum 3 11.5 14.5 18.5 21.5 30 33 Final Recommendations for TransJakarta, p. 119
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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
Page 67 and 68: Morning peak hour demand (paying pa
Page 69 and 70: If both the Blue and Green Lines ar
Page 71 and 72: The proposed fare was defined at Rp
Page 73 and 74: Jakarta - Desire Lines The current
Page 75 and 76: Passengers at Morning peak hour Lin
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Page 79 and 80: 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: Photo 11: Roxy Mas trade center Rai
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 and 132: Globally, the calibration is very s
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