OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK
In 2014, the Yogyakarta Communication of the Services plans to change the traffic flow in C. Simanjuntak Street from two-way to one-way which will start from the intersection of Mirota Kampus to the south. However, the plan to change the one-way on C.Simanjuntak Street will have an impact on the reg...
| Main Authors: | , |
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| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2013
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| Subjects: |
| _version_ | 1797034097575460864 |
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| author | , ITA NOVIYANTI MONOARFA , Prof. Dr. Ing. Ir. Ahmad Munawar |
| author_facet | , ITA NOVIYANTI MONOARFA , Prof. Dr. Ing. Ir. Ahmad Munawar |
| author_sort | , ITA NOVIYANTI MONOARFA |
| collection | UGM |
| description | In 2014, the Yogyakarta Communication of the Services plans to change the
traffic flow in C. Simanjuntak Street from two-way to one-way which will start
from the intersection of Mirota Kampus to the south. However, the plan to change
the one-way on C.Simanjuntak Street will have an impact on the regulation of
traffic signals at the intersection of Mirota Kampus so it needs to be reset as
optimal as possible so not to cause congestion at the other intersections, especially
the intersection of Pharmacy UGM and UGM roundabout.
Primary data collection is done by measuring the geometric conditions, traffic
volume survey, saturated flow field, and the queue length field is further
processed by MKJI 1997 method to get the level of performance of the
intersection. Furthermore, the traffic volume data compared with the prediction of
the primary secondary data has been studied by the Traffic Management Study
Area of C. Simanjuntak and the surrounding from the Yogyakarta Communication
of the Services (2010) when the C. Simanjuntak Street be a one-way street.
Comparative analysis was conducted in order to obtain a more predictive
approach to the future conditions.
Calculation results indicate that the existing condition of the intersection of
Mirota Kampus already very saturated because of the degree of saturation at each
approach has achieved � 0.85. Reduction in the number of phase with the direct
operation of the rules turn left (LTOR) in northern approach is the best
anticipation if a one-way system on C. Simanjuntak Street applied. It is shown
from the reduced cycle time from 171 seconds to 62 seconds and the degree of
saturation at each of approach <0.85. In addition, the intersection delay of 172.03
sec/pcu be only 22.55 sec/pcu so that the level of performance of the intersection
after the one-way system applied on C. Simanjuntak Street would be more
optimal. |
| first_indexed | 2024-03-13T23:05:50Z |
| format | Thesis |
| id | oai:generic.eprints.org:124066 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:05:50Z |
| publishDate | 2013 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1240662016-03-04T08:39:08Z https://repository.ugm.ac.id/124066/ OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK , ITA NOVIYANTI MONOARFA , Prof. Dr. Ing. Ir. Ahmad Munawar ETD In 2014, the Yogyakarta Communication of the Services plans to change the traffic flow in C. Simanjuntak Street from two-way to one-way which will start from the intersection of Mirota Kampus to the south. However, the plan to change the one-way on C.Simanjuntak Street will have an impact on the regulation of traffic signals at the intersection of Mirota Kampus so it needs to be reset as optimal as possible so not to cause congestion at the other intersections, especially the intersection of Pharmacy UGM and UGM roundabout. Primary data collection is done by measuring the geometric conditions, traffic volume survey, saturated flow field, and the queue length field is further processed by MKJI 1997 method to get the level of performance of the intersection. Furthermore, the traffic volume data compared with the prediction of the primary secondary data has been studied by the Traffic Management Study Area of C. Simanjuntak and the surrounding from the Yogyakarta Communication of the Services (2010) when the C. Simanjuntak Street be a one-way street. Comparative analysis was conducted in order to obtain a more predictive approach to the future conditions. Calculation results indicate that the existing condition of the intersection of Mirota Kampus already very saturated because of the degree of saturation at each approach has achieved � 0.85. Reduction in the number of phase with the direct operation of the rules turn left (LTOR) in northern approach is the best anticipation if a one-way system on C. Simanjuntak Street applied. It is shown from the reduced cycle time from 171 seconds to 62 seconds and the degree of saturation at each of approach <0.85. In addition, the intersection delay of 172.03 sec/pcu be only 22.55 sec/pcu so that the level of performance of the intersection after the one-way system applied on C. Simanjuntak Street would be more optimal. [Yogyakarta] : Universitas Gadjah Mada 2013 Thesis NonPeerReviewed , ITA NOVIYANTI MONOARFA and , Prof. Dr. Ing. Ir. Ahmad Munawar (2013) OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=64185 |
| spellingShingle | ETD , ITA NOVIYANTI MONOARFA , Prof. Dr. Ing. Ir. Ahmad Munawar OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK |
| title | OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK |
| title_full | OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK |
| title_fullStr | OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK |
| title_full_unstemmed | OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK |
| title_short | OPTIMASI SIMPANG MIROTA KAMPUS SEBAGAI ANTISIPASI RENCANA PENERAPAN SISTEM JALAN SATU ARAH PADA JALAN CORNEL SIMANJUNTAK |
| title_sort | optimasi simpang mirota kampus sebagai antisipasi rencana penerapan sistem jalan satu arah pada jalan cornel simanjuntak |
| topic | ETD |
| work_keys_str_mv | AT itanoviyantimonoarfa optimasisimpangmirotakampussebagaiantisipasirencanapenerapansistemjalansatuarahpadajalancornelsimanjuntak AT profdringirahmadmunawar optimasisimpangmirotakampussebagaiantisipasirencanapenerapansistemjalansatuarahpadajalancornelsimanjuntak |