PENGARUH BANGKITAN PERJALANAN PERUMAHAN OPI (OGAN PERMATA INDAH) TERHADAP RUAS JALAN OPI RAYA JAKABARING PALEMBANG
| Main Authors: | Elicha, Anggie , ciwi, Chery Syafitri Raka , Gultom, Evi Rizkita Dewi |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2015
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| Subjects: | |
| Online Access: |
http://eprints.polsri.ac.id/1519/1/cover%20dll.pdf http://eprints.polsri.ac.id/1519/2/bab%201.pdf http://eprints.polsri.ac.id/1519/3/bab%202.pdf http://eprints.polsri.ac.id/1519/4/BAB%20III.pdf http://eprints.polsri.ac.id/1519/5/BAB%20IV.pdf http://eprints.polsri.ac.id/1519/6/BAB%20V.pdf http://eprints.polsri.ac.id/1519/7/DAFTAR%20PUSTAKA.pdf http://eprints.polsri.ac.id/1519/ |
Daftar Isi:
- This research about trip Generation influence hoursing OPI (Ogan Permata Indah) Jakabaring Palembang. Exactly at Jl. Gubernur Hasan Basri Kecamatan Seberang Ulu I Kelurahan 15 Ulu Palembang. This research was conducted to determine the amount and purpose of the trip, total monthly income, the amount of vehicle ownership, and level of influence house type against Traffic Generation. This research was conducted by distributing questionnairesuntil collecting questionnaires and from the result of analysis survey used in this research using the Microsoft excel program because this research shapes descriptive and qualitative. Then the result of reseach data presented in tables and graphs, so that easy to read and understand by the reader. Based on the result of research percentage effect of puff off the movement agaiast road traffic volume of Opi Raya generated by the Opi hoursing that occurred on Tuesday amount 580,75 and the movement of road traffic volume of Opi Raya amounted 574,5 movement. Effect of the trip generation against road traffic volume of Opi Raya Jakabaring Palembang generated by Opi horsing that occurred on Tuesday at noon amount 36,584% with rise of hoursing Opi Jakabaring Palembang amount 957,75 movement and the movement of road traffic volume Opi Raya amount 967,75 movement.level of road service at the level of A (Free Flow) Due DS < 0,75.