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All Journal Jurnal Teknik ITS IPTEK Journal of Proceedings Series Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Journal of Civil Engineering Civil Engineering Dimension Rang Teknik Journal Civil and Environmental Science Journal (CIVENSE) Jurnal Aplikasi Teknik Sipil Jurnal Transportasi: Sistem, Material, dan Infrastruktur Majalah Ilmiah Pengkajian Industri APPROACH: Jurnal Teknologi Penerbangan Journal of Tourism Destination and Attraction EPI International Journal of Engineering Journal of Indonesia Road Safety Jurnal Teknologi Transportasi dan Logistik Sewagati Research Horizon Journal of Civil Engineering and Vocational Education Jurnal Penelitian Transportasi Darat
Hera Widyastuti
Dosen Jurusan Teknik Sipil FTSP - ITS
Aerospace Engineering Arts Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation Other

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Analisis Willingness To Pay Pengguna Jalan Terhadap Tarif Tol (Studi Kasus: Tol Perak-Waru-Malang Bahasuan, Zahir Rusdi; Gde Kartika, Anak Agung; Widyastuti, Hera
Jurnal Aplikasi Teknik Sipil Vol 22, No 1 (2024)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.12962/j2579-891X.v22i1.19854

Abstract

Pertumbuhan lalu lintas di jalan tol Perak-Waru meningkat setiap tahun dengan cukup besar, sehingga sering terjadi antrian yang panjang pada gerbang tol Untuk mengatasi penggunaan kendaraan pribadi dan meminimalisir dampak kemacetan karena tidak sesuai kapasitas jalan, salah satu solusi adalah tarif tol. Obyek yang diteliti yaitu pengendara roda empat/truck/mobil box dan trailer yang melewati ruas jalan Perak-Waru sampai menuju Kota Malang, dengan menggunakan metode pendekat Willingness To Pay untuk penentuan jumlah responde, dilakukan secara acak atau random sebanyak 240 responden dengan menggunakan tingkat kepercayaan sebesar 5%. Metode yang digunakan dalam penelitian ini perhitungan Willingnes To Pay. Hasil penelitian analisis WTP di dapatkan masing-masing pada tol Perak-Waru melalui tiga skema tarif pada penelitian ini yaitu, tarif normal, tarif (+) 25% dari tarif normal dan tarif (+) 50% dari tarif normal. Tol Perak-Waru dihasilkan WTP rata-rata sebesar Rp. 7.400 kemudian tol, kemudian pada tol Waru-Sidoarjo dihasilkan WTP rata-rata sebesar Rp. 8.000, tol Sidoarjo-Kejapanan dihasilkan WTP rata-rata sebesar Rp. 6.800 dan terakhir tol Kejapanan-Singosari dihasilkan Rp. 55.000. Penelitian ini menggunakan teknik Revealed Preference dan Stated Preference, dengan metode regresi logistik biner. Berdasarkan uraian diatas penelitian ini diharapkan dapat menunjukkan tanggapan responden dalam penentuan tarif jika terjadi kenaikan tarif tol, yang menjadikan pertimbangan bagi responden akan beralih atau tidaknya menggunakan jalur umum (non tol) atau tetap akan menggunakan jalur tol.
ANALISA PENGARUH PERILAKU U-TURN PADA KINERJA LALU LINTAS PADA JALAN PERKOTAAN (STUDI KASUS: JL. JENDERAL SUPRAPTO) Madani, Ananda Putera Novian Milleandra; Widyastuti, Hera
Rang Teknik Journal Vol 9, No 2 (2026): Vol. 9 No. 2 Juni 2026
Publisher : Fakultas Teknik Universitas Muhammadiyah Sumatera Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31869/rtj.v9i2.7673

Abstract

U-turn planning is regulated by several Indonesian regulations, such as the Regulation on Separator Planning Procedures No. 014/T/BNTK/1990, the Specification for Lane Separator Openings, SKSNIS-04-1990 F, and the U-Turn Planning Module (U-Turn Planning Guidelines), No. 06/BM/2005. According to these regulations, u-turns cannot be too wide or too narrow, and the number of u-turns on a single road section is also regulated, as is their position. Therefore, in this context, u-turns are not always a solution for traffic efficiency. They can be a nuisance if not properly planned. The analysis was conducted in several stages. First, a visual calculation was performed to determine the average delay caused by the u-turn. Second, an appropriate traffic model was found to obtain traffic parameters and predict future traffic events. The traffic model was determined using linear regression and selected using the chi-square test. Third, calculate the traffic parameters if the delays identified in the first stage are removed, then compare the parameters from the first stage (where delays are present) with the parameters from the third stage (where delays are absent). The initial hypothesis in this study is that delays will positively impact traffic performance. This is based on the results of previous research mentioned above. Keywords: u-turn, traffic performance, delay, traffic model, regression
Co-Authors Agustina, Yanida Ahyudanari, Ervina Aldila Riana Prabawati, Aldila Riana Alfian Ravi Roshan Andini, Ratna Andre Jonathan Sihombing Anggrainy Septianingrum Arinda Leliana Arinda Leliana Arinda Pramudita Arisma Havino Wantana Asep Fahza Baharini, Intan Novelia Bahasuan, Zahir Rusdi Benediktus Wisnumurti Biaggi Rafii Kusumanto Budi Rahardjo Budi Rahardjo Budi Raharjo Cahya Buana Catur Arif P., Catur Catur Arif Prastyanto, Catur Arif Catur Arif, Catur Data Iranata Dea Adlina Tiara Wibowo Devina Octavianti Dimas Puji Santosa Dio Hananda Ziantono Dwiana Novianti Tufail Dyni Indar Karunianingrum Eriza Islakhul Ulmi Ermitha Faradisa Qori'atanadya Farida Rahmawati Fathoni, Syahrul Felicia Megah Putri Fardyaz Firmansyah Maulana Azhali Fistcar, Wawarisa Alnu Gaspar Yanuar Kanio Tuames Gaspar Yanuarius Kanio Tuames Gde Kartika, Anak Agung Heni Prasetyo Ida Bagus Barawakya Ikhwan, Maylana Indrasurya B Mochtar Indrasurya B. Mochtar Istiar Istiar Istiar Istiar Istiar Istiar Istiar, Istiar Joko Purwanto Khairunnisa, Shaafiyah Zahroo Krisna Adi Chandra Kusmarini, Esti Peni Leila Adriana Leliana, Arinda Lina Hasyyati Lubis, Reysha Rizki Amanda M. Jufry, M. Madani, Ananda Putera Novian Milleandra Makruf, Martin Maulidya, Fairuz Sasqia Ma’ruf Tsaghani Purnomo Mochamad Syaiful Arif Mochammad Choirul Rizal Mochtar, Indrasurya B Mochtar, Indrasurya B. Mohamad Bagus Ansori Muhammad Fatoni Nurdiansyah Muhammad Hadid Muhammad Hadid, Muhammad Muhtadi, Adhi Nur Fajar Aprilia Sari Nur Fajar Aprilia Sari Nur Indah Mukhoyyaroh Nur Jae Priyatna Palamba, Widsri Lai Lai Prastyanto, Catur Arif Putri, Isria Miharti Maherni Rafida Rahmah Rahayu Pradita Rahmad Handika Ratna Septa Sari Tuhepaly Risdianto, Dwi Ristiyanto, Hartono Guntur Rizki Amaliah Sari, Putu Tantri Kumala Sebayang, Deci Rianta Br Soimun, Ahmad Syafira Khayam Umboro Lasminto Ummatus Sholikhah, Ummatus Ummatus Solikhah, Ummatus Utami, Adita Vrischa Natalia Arung Wahju Herijanto Wahyu Herijanto Wahyu Satyaning Budhi Wika Wulandari Yanida Agustina Yecky Nuranditasari Yohanes Eric Delano Zaldy Purwa