| dc.contributor.advisor | WIDODO, WAHYU | |
| dc.contributor.author | ZOHARUSSALAM, ZOHARUSSALAM | |
| dc.date.accessioned | 2020-06-02T01:53:11Z | |
| dc.date.available | 2020-06-02T01:53:11Z | |
| dc.date.issued | 2020-02-07 | |
| dc.identifier.uri | http://repository.umy.ac.id/handle/123456789/34628 | |
| dc.description | Traffic growth in Yogyakarta is increasing rapidly because it is an
educational and tourist destination. This has an impact on increased traffic,
conflicts and congestion due to limited road capacity. This problem often occurs
at an intersection that does not have a signal, one of which is the intersection of
Jalan Mataram Sewer and Jalan Wahid Hasyim, resulting in congestion with long
queues at the intersection. Therefore, this study aims to model the performance of
these intersections in the existing conditions and conditions if given the APILL
signaling. The results showed the performance of intersections in the existing
poor condition with the level of service (LOS) E and a delay of 56.27 seconds /
vehicle and an average queue of 81.65 m. Simulation / modeling with APILL in
scenario 1 shows the results of the level of service (LOS) E, with an average delay
of 72.17 seconds / vehicle and an average queue of 124.45 m while scenario 2
shows the level of service or level of service (LOS) F, with an average delay of
83.45 seconds / vehicle and an average queue of 121.52 m.
Existing modeling has a better level of service than scenarios 1 and 2 because
there is no delay due to APILL lights but in scenario 1 with increasing delays
nevertheless traffic at the intersection provide safety for road users. | en_US |
| dc.description.abstract | Traffic growth in Yogyakarta is increasing rapidly because it is an
educational and tourist destination. This has an impact on increased traffic,
conflicts and congestion due to limited road capacity. This problem often occurs
at an intersection that does not have a signal, one of which is the intersection of
Jalan Mataram Sewer and Jalan Wahid Hasyim, resulting in congestion with long
queues at the intersection. Therefore, this study aims to model the performance of
these intersections in the existing conditions and conditions if given the APILL
signaling. The results showed the performance of intersections in the existing
poor condition with the level of service (LOS) E and a delay of 56.27 seconds /
vehicle and an average queue of 81.65 m. Simulation / modeling with APILL in
scenario 1 shows the results of the level of service (LOS) E, with an average delay
of 72.17 seconds / vehicle and an average queue of 124.45 m while scenario 2
shows the level of service or level of service (LOS) F, with an average delay of
83.45 seconds / vehicle and an average queue of 121.52 m.
Existing modeling has a better level of service than scenarios 1 and 2 because
there is no delay due to APILL lights but in scenario 1 with increasing delays
nevertheless traffic at the intersection provide safety for road users. | en_US |
| dc.publisher | FAKULTAS TEKNIK UNIVERSITAS MUHAMMADIYAH YOGYAKARTA | en_US |
| dc.subject | Intersection, Modeling, Performance, Vissim | en_US |
| dc.title | PEMODELAN SIMPANG TAK BERSINYAL MENJADI SIMPANG BERSINYAL MENGGUNAKAN SOFTWARE VISSIM (STUDI KASUS : PERSIMPANGAN JALAN SELOKAN MATARAM DENGAN JALAN WAHID HASYIM, DEPOK, SLEMAN) | en_US |
| dc.type | Thesis SKR FT 479 | en_US |
