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Journal : GANEC SWARA

EVALUASI KINERJA OPERASIONAL TERMINAL DARA KOTA BIMA SUTEJA, I WAYAN; ROHANI, ROHANI; HASYIM, HASYIM
GANEC SWARA Vol 14, No 1 (2020): Maret 2020
Publisher : Universitas Mahasaraswati Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (542.38 KB) | DOI: 10.35327/gara.v14i1.124

Abstract

Terminal Dara is the center of community activities in meeting the needs for movement from one place to another with various purposes used by the people of the of Bima City and Regency. Terminal Dara has experienced a decline and an increase in the number of transportation from year to year; this condition makes facilities and operational performance at the Dara Terminal become very important. The purpose of this study is to determine the operational performance and facilities as well as the current area of Dara Terminal facilities. The method used in this study is a direct survey in the field for primary data by recording the bus license plate, time of entry and exit of buses and visitors vehicles at the entrance and exit gate and recording the number of passengers and users of waiting rooms, the number of seats in passenger waiting rooms, and bus station facilities. Data collection is carried out for three days with duration of 13 hours each day.Based on the results of the analysis of the performance that has been carried out, the value for the bus queue analysis ? = 2.11> 1 indicates that there is a queue of bus services at Dara bus station. The highest value of arrival average time headway is 17 minutes 22 seconds and the departures average time headway is 12 minutes 23 seconds. The highest departure load factor is 81.44% in the ANGDES and the highest load factor is 73.64% in ANGDES too. The parking space requirement for cars and motorbikes of 128 m² can still be served by vehicle parking area in bus station, while the parking area for bus is not able to serve bus which parked in the bus parking area with the value of parking space needs 902.5 m² while the area the current bus parking area is 631.25 m². Based on the results of the performance analysis that has been done, the value obtained for bus queue analysis ? = 2.11> 1 indicates that there is a queue of bus services in Dara Terminal. The time between the highest average arrivals is 17 minutes 22 seconds and the time between the highest average departures is 12 minutes 23 seconds. The highest departure load factor was 81.44% at ANGDES and the highest arrival load factor was 73.64% at ANGDES as well. The need for parking spaces for private cars and motorbikes of 128 m² can still be served by the terminal private vehicle parking area, while the parking area for buses is not able to serve buses that park in the bus parking area with a value of 902.5 m² of parking space while the area the bus parking area is currently 631.25 m². Based on existing survey results, the bus departure lane and passenger lounge of Terminal Daral need to be renovated, or they can relocate the terminal to a wider area.
PENGARUH BEBERAPA FAKTOR SECARA PARSIAL DAN SIMULTAN TERHADAP PERMINTAAN TRANSPORTASI ONLINE GOCAR DAN GRABCAR DI KOTA MATARAM ROHANI, ROHANI; HASYIM, HASYIM; SUAEB, SUAEB
GANEC SWARA Vol 18, No 1 (2024): Maret 2024
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v18i1.778

Abstract

Technological developments that occur in the global world today have resulted in changes in the choice of transportation modes in Indonesia, especially in the city of Mataram. Apart from that, the government's inability to provide public transportation has caused people to switch to other transportation that makes it easier and shortens travel time, namely online transportation. Application-based or online transportation services are currently one of the people's choices for traveling. One of the largest and most popular types of online transportation services currently that uses an online system is Gojek and Grab.This study was conducted to determine the factors that influence the demand for online transportation, namely GoCar and GrabCar. The analysis was carried out using multiple linear regression to determine the influence of the variables cost, distance, income, number of family members, ownership of private vehicl and waiting time.From the results of the analysis, it was found that demand for GoCar was partially influenced by cost, distance and income factors. Meanwhile, demand for GrabCar is partially influenced by cost and distance factors. Simultaneously, demand for GoCar and GrabCar is influenced by the factors cost, distance, income, number of family members, private vehicle ownership and waiting time by 81.4%, likewise demand for GoCar and GrabCar is partially influenced by these six factors.
EVALUASI TUNDAAN PADA SIMPANG EMPAT TAK BERSINYAL DI KOTA MATARAM (STUDI KASUS : SIMPANG JALAN PEJANGGIK DAN SIMPANG JALAN CATURWARGA) HASYIM, HASYIM; ROHANI, ROHANI
GANEC SWARA Vol 17, No 4 (2023): Desember 2023
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v17i4.678

Abstract

Pejanggik intersection and Caturwarga intersection are unsignalized intersections in Mataram City. Both intersections have the same characteristics, namely they both have four arms. The location of the two intersections close together causes frequent traffic delays. For this reason, research is needed to optimize the performance of these two unsignalized intersections.The method used to analyze the two intersections is the Indonesian Road Capacity Manual (1997). The data used is primary and secondary data, such as traffic volume, capacity, degree of saturation, delays and queuing opportunities. Results of performance analysis of the Jalan Pejanggik intersection in existing conditions DS = 1.086, delay = 24.2 seconds/pcu, and queuing opportunity = 47.6%. Performance of the Caturwarga Road Intersection in existing conditions DS = 0.97, delay = 18.1 seconds/pcu and queuing opportunity = 38.54%. To improve unsignalized intersections, several alternatives are provided. The first alternative is Jalan Pejanggik Intersection DS = 1.00. delay = 19 seconds/smp and chance of queuing = 40.20%, Jalan Caturwarga DS intersection = 0.95. delay = 17 seconds/smp and chance of queuing = 36.92%. Second alternative Pejanggik Road Intersection DS = 0.97. delay = 18 seconds/smp and chance of queuing = 38.44%, Jalan Caturwarga DS intersection = 0.91. delay = 15.9 seconds/smp and chance of queuing = 33.7%
EVALUASI KINERJA SIMPANG BERSINYAL SEBELUM DAN SESUDAH PEMASANGAN INTELLIGENT TRAFFIC CONTROL SYSTEM (ITCS) (STUDI KASUS: SIMPANG BERSINYAL DASAN CERMEN KOTA MATARAM) HASYIM, HASYIM; ROHANI, ROHANI; MASITA, MAYA
GANEC SWARA Vol 18, No 1 (2024): Maret 2024
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v18i1.758

Abstract

Intersections are an integral part of all road systems because they are places where traffic from two or more roads meets and changes direction. In Indonesia, the performance of intersections is controlled by traffic lights but still needs to be developed in order to meet the needs of drivers, where an efficient system is needed to control traffic flow. An Intelligent Traffic Control System (ITCS) is employed to enhance intersection efficiency and performance optimization. The ITCS system is expected to help reduce congestion because most of the traffic light intersections in Mataram City have ITCS devices installed.This research aims to asses the performance of the Dasan Cermen signalized intersection in Mataram City under conditions before and after the implementation of the Intelligent Traffic Control System (ITCS). The method used to analyze intersection performance is the Manual of Indonesian Road Capacity (MKJI) 1997.The research findings indicate that peak hours occur on  Wednesday, 06.30 - 07.30 WITA with a traffic volume of 2320 pcu/hour. The performance of the intersection before the ITCS installation showed an average degree of saturation (DS) of 1.273, an average delay (D) of the intersection of 732.222 seconds/pcu and an average queue length (QL) of 399.004 m. The performance of the intersection after installing ITCS showed an average degree of saturation (DS) of 1.271, an average delay (D) at the intersection of 646,771 seconds/pcu and an average queue length (QL) of 381,919 m. After installing ITCS, there was an increase in intersection performance based on the degree of saturation (DS) of 0.2%, delay (D) of 10.6% and queue length (QL) of 4.3%.
Co-Authors A. A. Istri Agung Rai Sudiatmika Abdul Karim Ade Satrya Pamungkas Afriani, Nurafni Afrida Afrida Agastya, Dewandha Mas Agung, Rizki Nugraha Agus Muliadi Agus Suroso Agustina, Elis Nurhayati Ahmad Habibullah, Imam Ahmad Marzuki Ahmad Syarif Aini, Nadratul Ainuddin, Nurun Akbar Ritonga, Ali Akbariah, Elysa Al Fajar, Mulya Ali Haidar Alhamidi Ali, Nizar Amiruddin Amiruddin Ammalia, Septiana Ade Ananda, Adelia Anas, Nirwana Anggeni, Untari Anggraini, Nabila Anjar, Agus Arifin, Faizal Ariska, Sri Hera Arlym, Lisa Trina Astuti, Andari Wuri Aulia Putri Aya, Wa Azizah, Mutia Nur Badila, Nala Bangun, Budianto Bianca, Tanya Bin Hasan, Suhendri Bte Salman, Nola Fibriyani Budi Raharjo Budiman Budiman Budiman, Surya Camila Fatah Suroyya Dada Suhaida Darwin P. Lubis, Darwin Depi, Fatimah Desi Widianty Devi Susanti Dewangga, Lalu Singgih Sukma Dewi, Novianti Tysmala Dilaga, Marissa Syafitri Dina Oktaria Dini Hariyati Adam Elfayetti Elfayetti Eliati, Eliati Emilda, Sri Endang Lestari Eni Yuniastuti Erlina Wiyanarti Erna Octavia, Erna Ernita, Mahdar Erpiani, Tika Fadillah, Fanny Suci Fadli, Muhammad Bagus Farha, Nudiya Afiya Farha, Nudiya Afiya Farida Farida Fatah Syukur, Fatah Fera Fitri Salsabila Fitra Delita, Fitra Fitrah, Qifyanti Fitri Indah Sari Fransita, Sam Randa Gunawan, Yogi Hadi Rianto Handayani, Fitriya Handayani, Sri Handika, Bayu Harahap, Armyka Pratama Harahap, Nur Salimah Harahap, Yulia Fatma Harniz, Innat Adlan Adillah Harry Yulianto, Harry Hasby, Amelia Ramdani Hasibuan, Elysa Rohayani hasyim, hasyim Hasyim, Hasyim Hendripides, Hendripides Hendry Frananda, Hendry Heppy Nidia, Wira Herdi Herdi Heri Hadi Saputra Herliany Yusuf, Ode Yahyu Hikmawati Hikmawati HM.Baso, Muhammad Ihsan Hosan, Hosan Hrp, Nurlina Ariani Hs, Sri Wahyuni Humairoh Saidah Husnarika Febriani, Husnarika I Dewa Gede Jaya Negara I Wayan Merta I Wayan Suastra I Wayan Suteja I Wayan Yasa, I Wayan IAO Suwati Sideman Ida Ayu Oka Suwati Sideman Ida Ayu Putu Sri Widnyani Ifada Retno Ekaningrum Indradewa, Rhian Irawati Irawati Isbat, Imam Hanafi Ishak, Jaswadi Ishaka Putra Ismiaton, Laela Iwan Purnama Jaelani, Slamet Riadi Jaelani, M.Pd Jahinus, Yuliana JAYANEGARA, I DEWA GEDE Juledi, Angga Putra Juliandari, Kriska Afri Jumaiyah, Wati Jumarti, Jumarti Jusman, Ikhsan Amar Kadriana, Elsa Kamarlin Pinem Karni, Karni Karyawan, I Dewa Made Alit Kesumawati, Tri Indah Kesumawati, Tri Indah Ketut Suma Khairuna Khairuna Kholifatur Rosydah, Awal Nur Kirana, Fira Kokom Komalasari Kurniawati, Eka Lalu, Lalu Muh Halilurrahman Lastfitriani, Hellen Lastyana, Wiwin Lestari, Susan Lia Agustina, Lia Luh Putu Ratna Sundari M. Fahli Zatrahadi Made Mahendra Mahardya, Rizky Tsalatshita Khair Mahendra, Made Mahendra, Muklis Maisyaroh Maman, Maman Manalu, Kartika Mariataun, Mariataun Marini, Yoan Marjani, Oktavia Erlina Marlinang Sitompul Masita, Maya Matsun Mbina Pinem Meilinda Suriani Moad, Moad Mona Adria Wirda Muhammad Ali Gunawan Muhammad Farouq Ghazali Matondang Muhammad Halmi Dar Muhibbin, Muhibbin Naidah, HJ Naskah, Naskah Nasution, Depi Yanti Nasution, Marnis Nasution, Putri Amalia Saqina Nazliah, Rahmi Nia Anggraini Niko Aryo Saputra Novaria, Eva Novida, Novida Nurbaiti, Syarifah Nurfirdayanti, Nurfirdayanti Nurfitriani Nurfitriani, Nurfitriani Nurhayati, Diah Nurjannah, Suci Nurjannah Nurmalia, Nurmalia Nyoto Nyoto, Nyoto ojs, admin Padmaningtyas, Dewi Anggraini Pane, Rahmadhani Panjaitan, Devi Hertina Pasaribu, Jupita Sari Pasaribu, Laili Habibah PRACOYO, ATAS Prakasa, Yogie Pratiwi, Cesa Septiana Pratiwi, Citra Aulia Purba, Rohdiana Purnama sari, Wardani Purnama, Irwan Purwangsa, Herdi Putri Ramadhani putri, amanda afriza Rahayu, Dida Hera Rahayu, Yayuk Rahliadi, Royim Rahliyadi, Royim Rahma, Indah Fitria Rahmadani Br Solin, Sri Rahmadi, M. Taufik Rahmani, Dian Ayu Rahmawati, Ati RANI RANI, RANI Ratna Nila Puspitasari, Ratna Nila Ratna Yuniarti Rehan, Rehan Rida Jelita Ririn Ririn Rizki Amelia Rohani Rohani, Fety Novianty, Hemafitria, Rohani, Rohani, Fety Novianty, Hemafitria, Rohani, Rohani, Sofia Rohil, Lalu M. Rokyal Harjanty Rube'i, Muhammad Anwar S. Sugiharto Safira, Mirna Salehuddin, Salehuddin Salehudin, Salehudin Salmiah Salmiah Salsabila, Fera Fitri Sandy, Nurwia Santri Islamiati Sanusi, Andi Saprollah, Muh. Ricki Saputri, Arni Nur Isma Sari Hernawati Sari, Eka Suci Indria Sarwinanti, Sarwinanti Septiana Wulandari Shidiq, Ngarifin Sideman, IAO Suwati Sigalingging, Muslimah Sihombing, Pirma Juragan Rezky Silviani, Novia Hilda Simamora, Indah Anda Rini Siregar, Nurul Jannah Siregar, Ropinta Sari Siregar, Shara Jumiati Siti Nurhidayati Sitorus, Sahat Parulian Solin, Raslina Sonika, Sonika Sopar Sri Adelila Sari Sri Hamdyani Srikartikowati, Srikartikowati Suaeb, Suaeb Suarman Suarti, Ni Made Suciptono Sugiharti, Novi Sundari, Mitha Amelia Suparjo SUPRIYADI, ANID Suriyani Suriyani, Suriyani Suryani, Ira Sutiana, Darwat Syahpitri, Juliana Syarif Firmansyah Syarifuddin Syarifuddin Taunar, Irlika Trisna, Nabilla Fairus Izzati Eka Ulfa, Syarifah Widya Umar Faruq Utami, Febriani Putri Utami, Fista Utami, Nadia Vebrianto, Rian Ventura, Ewaldus Odo Wahab Wahab Wahyuningsih, Widya Wardana, Tara Wijayanti, Tri Sari Wirahman, Lalu Yanti, Anisa Rahma YENI RIZAL Yenny, Novida Yufrizal Yufrizal, Yufrizal Yuliananingsih M, Yuliananingsih Yuliananingsih Yuliananingsih, Yuliananingsih Yuliastrin, Adisti Yulistina Jamani, Wida Yunitri, Ninik Yusmanijar, Yusmanijar Yusuf, Syafruddin Zahratunnisa, Elvira Zakiah Zakiah Zuldafrial Zuldafrial, Zuldafrial