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Kapasitas Ruas

Kapasitas Ruas. Jalan Kota Jalan Antar Kota Jalan Bebas Hambatan. Kapasitas Jalan Kota. Kapasitas Dasar, C o. Faktor Pengaruh Lebar Lajur, FC w. Faktor Pengaruh Distribusi Arah, FC sp. Faktor Pengaruh Hambatan Samping, FC SF (Jalan memiliki bahu).

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Kapasitas Ruas

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  1. Kapasitas Ruas Jalan Kota Jalan Antar Kota Jalan Bebas Hambatan

  2. Kapasitas Jalan Kota

  3. Kapasitas Dasar, Co

  4. Faktor Pengaruh Lebar Lajur, FCw

  5. Faktor Pengaruh Distribusi Arah, FCsp

  6. Faktor Pengaruh Hambatan Samping, FCSF (Jalan memiliki bahu)

  7. Faktor Pengaruh Hambatan Samping, FCSF (Jalan memiliki kerb)

  8. Faktor Pengaruh Ukuran Kota, FCCS

  9. Ukuran Kinerja Jalan Kota VLVmerupakan fungsi dari DS dan FV

  10. FVo

  11. FVw

  12. FFVSF (untuk jalan yang memiliki bahu)

  13. FFVSF (untuk jalan yang memiliki kerb)

  14. FVCS

  15. Geometry • 12.5 m effective carriageway width • 2.0 m effective shoulder width on both side (level with road) • 0.5 m effective median width

  16. Traffic The peak hour flow is : QLV 3,000; incl. 400 angkutan kota, most of which stop on the segment (Assume pce value of angkutan kota = 1.0) QHV 300 QMC 1,300

  17. Environment • City size 900,000 inh. • Many angkutan kota. • Some pedestrians. • Some traffic using roadside accesses. • There are warungs selling fruits along both sides of the road, right up to the edge of the carriageway.

  18. Questions 1.What speed and degree of saturation does the road operate? 2. a) If : - The warungs are moved. - The angkutan kota are moved to another parallel route nearby. - The carriageway is widened to 14.0 m What would the speed and degree of saturation be for each action separately? b) What would the speed and degree of saturation be if all these are done together?

  19. Road Geometry

  20. Traffic control conditions

  21. Traffic flow & Side Friction • Hourly clasified flow data :

  22. Kelas Hambatan Samping • Determination of frequency of events

  23. Kelas Hambatan Samping • Determanation of side friction class

  24. ANALYSIS SPEED & CAPACITY • Free-flow speed for light vehicles FV=(FVo+FVw) x FFVSF x FFVCS

  25. AALYSIS SPEED & CAPACITY • Capacity C = Co x FCw x FCSP x FCSF x FCCS

  26. ANALYSIS SPEED & CAPACITY • Actual speed for light vehicles

  27. Kapasitas Jalan Antar-Kota

  28. Kapasitas Dasar, Co (Jalan 4 lajur 2 arah)

  29. Kapasitas Dasar, Co(Jalan 2 lajur 2 arah tak bermedian)

  30. Faktor Pengaruh Lebar Lajur, FCw

  31. Faktor Pengaruh Distribusi Arah, FCSP

  32. Faktor Pengaruh Hambatan Samping, FCSF

  33. Ukuran Kinerja Jalan Antar-Kota VLVmerupakan fungsi dari DS dan FV

  34. FVo

  35. LV

  36. FVw

  37. FFVSF

  38. FFVRC

  39. Kapasitas Jalan Bebas Hambatan

  40. Kapasitas Dasar, Co(Jalan bermedian)

  41. Kapasitas Dasar, Co(Jalan tak bermedian)

  42. Faktor Pengaruh Lebar Lajur, FCw

  43. Faktor Pengaruh Distribusi Arah, FCSP

  44. Ukuran Kinerja Jalan Bebas Hambatan VLVmerupakan fungsi dari DS dan FV

  45. FVo

  46. FVw

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