ABDULLAH, RIZKY (2006) STUDI EVALUASI KAPASITAS LAHAN PARKIR DI KAWASAN PASAR BAUNTUNG KOTA MADYA BANJARBARU KALIMANTAN SELATAN. Other thesis, University of Muhammadiyah Malang.
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STUDI_EVALUASI_KAPASITAS_LAHAN_PARKIRDI_KAWASAN_PASAR_BAUNTUNG_KOTAMADYABANJARBARU_KALIMANTAN_SELATAN.pdf Download (91kB) | Preview |
Abstract
Municipality Banjarbaru As a trading center and shopping area, the demand for providing parking facilities that can accommodate vehicles that require ample parking, so as not to disrupt traffic flow in the vicinity. In the shopping area Banjarbaru handling parking problems in the two methods, namely two-wheeled vehicles and four wheel. Evaluation of parking data using the formula Suwardjoko Warpani parking capacity, a formula index and turn over parking (parking turnover rate). 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. Capacity of parking on Myrtle street car parking area at an angle of 60 °, the capacity of parking 34 (SRP), Teak street car parking at an angle of 60 °, the capacity of parking 37 (SRP), the road there are two types of street parking, parking for cars with the position angle 60 °, the capacity of parking 50 (SRP) and parking motor with position 90 °, the capacity of parking 160 (SRP), and on the street first street bike with a 90 ° position, a parking capacity of 50 (SRP). With the parking of vehicles on the road quite influential on road performance which led to a high degree of saturation, especially on roads Myrtle (DS = 0.81), on the road Teak (DS = 0:57), and on the road street (DS = 0.70). From the results of the evaluation, capacity in the market area Bauntung next 5 years on Myrtle street parking capacity of 40 SRP basis, the volume of traffic flow (Q) of 1798.83 pcu / h, with a capacity (C) 1849.86 pcu / h gives a degree of saturation (DS) 0.63. At Teak street parking capacity of 37 SRP basis, the volume of traffic flow (Q) of 1647.11 pcu / h, with a capacity (C) 2423.96 pcu / h gives a degree of saturation (DS) 0.68, and road base street parking capacity 50 SRP.
| Item Type: | Thesis (Other) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (22201) |
| Depositing User: | Rayi Tegar Pamungkas |
| Date Deposited: | 24 May 2012 07:13 |
| Last Modified: | 24 May 2012 07:13 |
| URI : | http://eprints.umm.ac.id/id/eprint/5888 |
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