STUDI EVALUASI KAPASITAS LAHAN PARKIR DI KAWASAN PASAR INPRES KAB. MUARA ENIM
| Main Author: | KURNIAWAN, PANCA |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2006
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/12238/1/STUDI_EVALUASIKAPASITAS_LAHAN_PARKIR_DI_KAWASANPASAR_INPRES_KAB.pdf http://eprints.umm.ac.id/12238/ |
Daftar Isi:
- Muara Enim District is required to provide parking facilities that can accommodate vehicles that require a parking space, so as not to disrupt the flow of traffic around him. In the shopping district of Muara Enim regency, the handling of parking issue was divided into several kinds: two-wheeled vehicles and four-wheel vehicles. In which each vehicle has its own land that has been set by the Government of Muara Enim regency. Most of the parking arrangement in Muara Enim district is on the edge of the street (on street parking) and only a small proportion who are not on the edge of the road (off street parking). Parking is one of the aspects that affect the traffic characteristic, therefore parking is a major concern in case of congestion. So the need for alternative solutions to problems that can be used to solve parking problems in the Muara Enim regency. Evaluation of parking data using the formula Suwardjoko warpani parking capacity, a formula index and turn over parking (parking turnover rate) of the Directorate General of Land Transportation. While the method used in this study refers to the Indonesian Highway Capacity Manual (IHCM) 1997, the subject of road performance. Results of analysis and evaluation capacity parking lot traffic flow segments Jl. Sergeant Aripin by moving the motorcycle parking area in front of the traditional market area with a capacity of 133 parking basis SRP with 85 volumes kend/15 min, still can accommodate motorcycle parking to 5 years. While the results of the analysis indicate that the performance segment Jl. Sergeant Aripin, the value of the degree of saturation will be lower by (0.68), has a volume of traffic flow (Q) of 2084.30 pcu / h, current capacity (C) of 3082.15 pcu / hour and its free flow velocity (FV) of 53.81 km / h . Given these alternatives, the degree of saturation at the link Jl. Sergeant Aripin will decline.