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THE EFFECT OF ON-STREET PARKING ON U-TURN AREA TOWARDS URBAN ROAD PERFORMANCE (STUDY CASE: AFFANDI STREET, YOGYAKARTA) Prima J Romadhona; Tsaqif Nur Ikhsan
Journal of Civil Engineering Vol. 36 No. 1 (2021)
Publisher : Institut Teknologi Sepuluh Nopember (ITS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j20861206.v36i1.7640

Abstract

Affandi St was on high economic activity area. A consequence was the presence of on-street parking at the turning facility (U-turn) caused a conflict in the form of congestion. This research was intended to determine the performance of the road segment, queue length, delay and proposed alternative solutions for improvement. The research was conducted with the field survey method. The analysis was using VISSIM microsimulation refers to Reverse Planning 06/BM/2005 and the level of performance of road performance refers to the Minister of Transport Regulation number PM 96 of 2015. The result indicated that the average vehicle speed of existing conditions VISSIM analysis was 29,26 km/hour for the North to South and 41,43 km/hour for the South to North, the average queue length was 22,23 meters, the average delay time was 13,66 seconds. Three alternative solutions were implementing prohibited on-street parking at the U-turn area. From the three solutions, the best one was a solution with a decreasing percentage was 27,84% for the queue length and 46,53% for the delay, while the speed increases were 38,54% for North to South and 20,20% for South to North.
Solusi Jalan Satu Arah di Kota Yogyakarta Prima J. Romadhona
TEKNIK Vol 39, No 1 (2018)
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (641.907 KB) | DOI: 10.14710/teknik.v39i1.13654

Abstract

Berbanding linear dengan pesatnya pembangunan tata guna lahan yang ada, Yogyakarta berkembang menjadi suatu kota modern dengan mobilitas yang tinggi. Namun, infrastruktur jalan di Kota Yogyakarta saat ini belum dapat memfasilitasi penambahan kendaraan bermotor yang sangat cepat sehingga kemacetan menjadi hal yang sering dilihat di beberapa lokasi. Kebijakan jangka pendek yang bisa ditempuh untuk mengurangi kemacetan adalah melakukan sistem jalan satu arah. Artikel ini memuat kajian kinerja simulasi jalan satu arah pada dua loop terindentifikasi kemacetan, yaitu Loop I: Jalan Prawirotaman-Sisingamangaraja-Parangtritis- Menukan dan Loop II: Jalan Pramuka- Gambiran Selatan-Perintis Kemerdekaan Barat. Data primer berasal dari survei kecepatan dan volume kendaraan pada kedua loop tersebut dan didukung oleh data sekunder yang diperoleh dari Dinas Perhubungan Kota Yogyakarta. Kedua datatersebut menjadi materi untuk disimulasikan dengan software PTV VISSIM sehingga didapatkan kinerja jalan sebelum dan sesudah menggunakan metode satu arah. Hasilnya, terjadi peningkatan kinerja dengan menurunnya derajat jenuh sebesar55% dan peningkatan kecepatan hingga mencapai 19% pada ruas jalan yang diberlakukan manajemen lalu lintas satu arah. Di sisi lain penerapan lalu lintas satu arah berefek pada penurunan kinerja pada ruas jalan di sekitarnya dengan meningkatnya derajat jenuh sebesar4% tapi terjadi peningkatan kecepatan 5% di ruas jalan yang lain lagi.
Safety Level Of Pedestrian In Urban Area Prima Juanita Romadhona
Warta Penelitian Perhubungan Vol. 24 No. 4 (2012): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v24i4.1016

Abstract

There are other road users who have high rates involvement as victims of accidents, namely vulnerable road users such as pedestrians. The study concern to find out the safety level and facilities of pedestrians. This study takes place within official and residential areas with high pedestrians mobility. Furthermore, traffic conflict analysis used as the method to measure the safety level of pedestrians. From the survey results, urban areas especially in study case is not equipped with safety facilities for pedestrians such as pedestrians crossing, road sign, mark, speed limit for vehicles, and 70% serious traffic conflict lead to potential accident which involving pedestrians. The result proves low safety level for pedestrians in urban area. As the recommendation, land use and innovation in pedestrians safety facilities installation is needed such as combination of zebra cross, speed limit, sign, mark, and speed hump to reduce vehicle speed when approaching the crossing facilities.Keywords: pedestrians safety, traffic conflict analysis Terdapat pengguna jalan lain yang memiliki angka keterlibatan yang tinggi sebagai korban kecelakaan, yaitu pengguna non kendaraan bermotor seperti pejalan kaki. Kajian ini mengenai tingkat pelayanan keselamatan dan fasilitas bagi pejalan kaki. Kajian ini mengambil lokasi wilayah perkantoran dan wilayah pemukiman dengan mobilitas pedestrian yang tinggi. Selanjutnya, digunakan analisis konflik lalu lintas sebagai metode pengukuran tingkat keselamatan responden. Dari hasil survey, kawasan perkotaan dalam studi kasus tidak difasilitasi dengan fasilitas keselamatan bagi pejalan kaki yaitu tidak adanya batasan kecepatan bagi kendaraan bermotor serta tetjadinya 70% konflik serius yang mengarah kepada potensi kecelakaan selama jam pengamatan yang melibatkan pejalan kaki. Diperlukan penanganan bagi keselamatan pejalan kaki yaitu pemanfaatan tata guna lahan dan pemasangan fasilitas keselamatan seperti zebra cross, pembatasan kecepatan, rambu, marka, dan speed hump untuk mengurangi kecepatan kendaraan bermotor yang akan melewati fasilitas penyeberangan. Kata Kunci: keselamatan, pejalan kaki, analisis konflik lalu lintas
Tingkat Pelayanan Angkutan Perintis di Daerah Terisolir Prima Juanita Romadhona
Warta Penelitian Perhubungan Vol. 23 No. 2 (2011): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v23i2.1056

Abstract

Indonesia is an archipelago country which causing unequal development distribution in some areas. As one of the gauernment's efforts towards equitable development, they built pioneer transportation in remote areas that is expected to increase the local economy level. Based quantitative analysis, the aim of this study is to find out the services of pioneer transportation in remote areas. On of pioneer transportation route services is at East Nusa Tenggara Prauince which through 4 pools namely Kefamenanu Pool, Pool Ende, Waingapu Pool, and Pool Kupang. Routes that cross these pools have load factor between 30-40%. In addition, comparison of the level of fleet operation and high availability on all routes pioneer in East Nusa Tenggara Prauince reached 100%. This means all existing vehicles to operate to serve the routes pioneers. Nevertheless, there are several routes that have a high level of service that is Kefamenanu - Motadik, Kefamenanu -Wini - Ponu, Kefamenanu - Oekolo, Kupang - Kuanfatu, Kupang - Kolbano, and Kupang - Naikliu. Based on the respondents perception, more than 90% said that pioneer transportation is needed in order to open mobility for remote areas. Moreauer, also concluded that the tariff of pioneer transport that expects the prauision is affordable then need additional fleet quality that fix in the pioneer route.Keywords: remote areas, pioneer transportation
Fasilitas Keselamatan Pada Halte Transjogja Prima Juanita Romadhona
Warta Penelitian Perhubungan Vol. 23 No. 4 (2011): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v23i4.1093

Abstract

Nowadays, Bus Rapit Transit (BRT) is favourite mode of transportation in most countries in the world. One of the BRT implementation in indonesia is Trans Jogja at Yogyakarta. As the the entry place and the place for delivering or transfering the passenger, halte should has safety facilities as a safety guarantee for the passenger. In accordance with quantitative analysis by BRT standart requirement, there are 3 facilities from some minimal safety facilities requirements that already installed but not meet the determinant such as transfer access, shelter width, and ramp. In the other hand, there are no safety apparatus at the shelter such as CCTV fire extinguisher and first aid. Keywords: Bus Rapid Transit, Trans Jogja, safety facilities
Tarif Ideal Bus Trans Jakarta Berdasarkan Analisis Willingness To Pay dan Ability To Pay Prima Juanita Romadhona; Siti Maimunah
Warta Penelitian Perhubungan Vol. 23 No. 5 (2011): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v23i5.1103

Abstract

Based on a suroey of YLKI (Indonesian Consumers Foundation), 2010 that less than 20% of TransJakarta's users has low income. The study is expected to get the ideal rate based on ability and willingness to pay of passengers. The result shows that the average WTP is Rp.4.760,and the average of ATP is Rp.5.013,-. Based on that, 73% (based on WTP) and 86% (by ATP) of the passengers have the ability to pay more than current rates. Keywords: TransJakarta, Willingness To Pay, Ability To Pay
Analisis Kebutuhan Fasilitas Integrasi Antarmoda Dalam Upaya Peningkatan Pelayanan Di Stasiljn Tugu Yogyakarta Sri Lestari; Prima Juanita Romadhona
Warta Penelitian Perhubungan Vol. 22 No. 6 (2010): Warta Penelitian Perhubungan
Publisher : Sekretariat Badan Penelitian dan Pengembangan Perhubungan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/warlit.v22i6.1105

Abstract

In an effort to impraue passenger rail senrice to the Monument station, Jogjakarta, the need faradditional supporting infrastructure and facilities for passengers wlw will continue the jaurnei; withother rrwdes. T17erefare necessan; to know haw Jar the perception of the needs of the facility at StationIntegration Antamwda rrwnument. T11is study aimed to obtain the rrwst SUTJPOrtive infrastructurefor impraved seroice to users within the framework of Jogjakarta Tugu Station inter-modal integration.T11is studi using UMDEP 7.0 software analysisi. Based on modeling and field conditions, thereis the possibiliti; of design planning additionnl locations for tlze integration of inter-modal Jaciliti; atTugu Stntion, Yogi;nknrtn. Additional facilities nre conducted nt Tugu Stntion east parking area.Trans ]ogja placement nnd DAMRI stop there on tlze north side entrance to Monument Station or onthe sidewalk 1~st of Road Mangkubumi.