EVALUASI KINERJA SIMPANG EMPAT BERSINYAL PADA PERSIMPANGAN JL. AHMAD YANI – JL. SUMEDANG – JL. SULTAN AGUNG – KAWI KEPANJEN KABUPATEN MALANG

Main Author: SAPUTRO, DEDI AGUNG
Format: Thesis NonPeerReviewed Book
Bahasa: eng
Terbitan: , 2017
Subjects:
Online Access: http://eprints.umm.ac.id/35088/1/jiptummpp-gdl-dediagungs-46982-1-pendahul-n.pdf
http://eprints.umm.ac.id/35088/2/jiptummpp-gdl-dediagungs-46982-2-babi.pdf
http://eprints.umm.ac.id/35088/3/jiptummpp-gdl-dediagungs-46982-3-babii.pdf
http://eprints.umm.ac.id/35088/4/jiptummpp-gdl-dediagungs-46982-4-babiii.pdf
http://eprints.umm.ac.id/35088/
Daftar Isi:
  • Performance evaluation segment intersection at a crossroads Ahmad Yani – Sumedang – Sultan Agung – Kawi district Malang and find several alternative solutions to the existing problems to improve performance corner. Development and data processing traffic in the survey conducted with traffic flow and measurements geometric conditions then processed based on Manual road capacity Indonesia 1997. The condition of existing showing the capacity signalized in west segment 547 pcu / hours, north 451 pcu / hours, east more than 513 pcu / hours, and south 633 pcu / hours. Saturation in west degree segment 0,80, 0,67 north, 0,71 eastern and southern 0,78, long his line that occurs in west segment 68 m, 55 m north , 65 m eastern and southern 68 m , Shelters happened to segments west 35,86 sec / pcu , north 31,18 sec / pcu, east 34,90 sec / pcu and south 31,11 sec / pcu , degrees saturation the average segment 0,74 with a service C . The proposed for the next five years 2017-2021 is optimize time with change the cycle of 112 second to 65 second that reduces degree surfeit of five the coming year after repair, showed derajad saturation in the west 2021 0,79 0,77 0,81 north east and south 0,80 where boundaries tolerance allowed is DS ≤ 0,85 (MKJI 1997).