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Taslim Bahar
Universitas Tadulako
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Determination of Location and Design of Trans Palu Bus Stops (Case Study: Corridor 1 and Corridor 3) Pratama, Agus Adijaya; Bahar, Taslim; Pradani , Novita
Edunity Kajian Ilmu Sosial dan Pendidikan Vol. 4 No. 7 (2025): Edunity: Social and Educational Studies
Publisher : PT Publikasiku Academic Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57096/edunity.v4i7.413

Abstract

Corridors 1 and 3 of the Trans Palu Bus system currently lack bus stops as supporting facilities, and many passenger pick-up/drop-off points are still not served by bus stops or shelters. This study aims to examine the existing conditions of bus stop locations, determine the number of bus stops needed, and identify suitable locations and designs for bus stops along Corridors 1 and 3 of the Trans Palu Bus. Based on a survey conducted by the researcher, the average walking distance preferred by 600 respondents is 200 meters. The bus stop demand was analyzed using a buffer analysis method to assess land use potential along the corridors. The number of bus stops needed for each segment was then calculated based on a stop-to-stop distance of 400 meters, aligning with the respondents' walking distance preference. The selection of bus stop locations also refers to the categorization of public transport stop types (Directorate of Land Transport, 1996). According to the analysis results, the existing condition of Corridor 1 includes 32 bus stopping points, consisting of 23 bus stop signs, 1 permanent shelter (Pegadaian Shelter), and 8 points with no supporting facilities. Corridor 3M has 15 bus stopping points, including 9 bus stop signs and 6 points with no facilities. Corridor 3Y has 21 stopping points, consisting of 9 bus stop signs, 1 permanent shelter (Gatot Subroto Shelter), and 11 points with no facilities. Based on the analysis, the number of bus stops needed is 84 for Corridor 1, 30 for Corridor 3M, and 39 for Corridor 3Y.
Research of Road Equipment Needs and Safety Management Using the School Safety Zone (ZOSS) Concept on I Gusti Ngurah Rai Road in Palu City Pratama, Randy Bramesta Putra; Bahar, Taslim; Setiawan , Arief
Edunity Kajian Ilmu Sosial dan Pendidikan Vol. 4 No. 7 (2025): Edunity: Social and Educational Studies
Publisher : PT Publikasiku Academic Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57096/edunity.v4i7.414

Abstract

The School Safety Zone (ZoSS) is a government-initiated program designed to regulate vehicle speed in school areas through time-based speed zones, ensuring pedestrian safety, particularly for students. The implementation of ZoSS aims to reduce traffic accidents by requiring vehicles to drive at low speeds when entering school zones, anticipating unpredictable pedestrian movements. This research analyzes the need for School Safety Zone (ZoSS) facilities along the I Gusti Ngurah Rai Road segment, particularly in the South Tatura Education Area, using the Regulation of the Director General of Land Transportation No: SK.3236/AJ.403/DRJD/2006 as a reference. Data analysis was conducted using normal distribution statistics (Z-test) by comparing the calculated Z-value with the Z-table value for pedestrian behavior, drop-off/pick-up behavior, and vehicle speeds in the area. Additionally, the analysis included the need for drop-off/pick-up zones and pedestrian infrastructure to facilitate safe student activities. The results indicate that the South Tatura Education Area is not yet safe, confirming the need for a ZoSS in the area. The proposed ZoSS design is 2/2UD-25, with a two-lane undivided road (2/2-TT), stopping sight distance of 50–85 meters, school zone speed limit of 25 km/h, and a zone length of 150 meters. The required ZoSS facilities include School Safety Zone markings, zebra crossings, traffic signs, yellow zigzag road markings, crossing guides, and additional facilities such as rumble strips.
Safety Zone Facility Needs Study School (Zoss) on Dewi Sartika Street (Case Study: State Middle School 6 and State Senior High School 3 Palu) Madani, Medinah Wirda; Bahar, Taslim; Arifin, Syamsul
Jurnal Teknik Indonesia Vol. 4 No. 3 (2025): Jurnal Teknik Indonesia
Publisher : Publica Scientific Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58860/jti.v3i4.700

Abstract

Dewi Sartika Street in Palu is home to two major schools SMP Negeri 6 and SMA Negeri 3 which face increasing safety risks due to high vehicle speeds in school zones. To address this, the government proposes the implementation of School Safety Zones (ZoSS), a time-based speed control program designed to minimize traffic accidents by limiting vehicle speed and improving pedestrian safety. This study aims to assess the necessity of ZoSS facilities in the area surrounding the two schools by analyzing pedestrian and escort behavior, vehicle speed, and infrastructure needs. The research method follows the Regulation of the Director General of Land Transportation No: SK.3236/AJ.403/DRJD/2006 and utilizes a normal distribution statistical approach (Z-test) to compare actual field data with national safety standards. The findings reveal that current conditions on Dewi Sartika Street are unsafe for school children, particularly in terms of crossing behavior and vehicle speed. Consequently, the implementation of a School Safety Zone is deemed necessary. The recommended ZoSS design is a 2/2UD-25 configuration with a 2-lane undivided road (2/2-TT), a stopping sight distance of 50–85 meters, a maximum speed of 25 km/h, and a zone length of 150 meters. Essential facilities include school zone markings, zebra crossings, traffic signs, yellow zigzag lines, pedestrian guides, rumble strips, pelican crossing signals, and sidewalks. This study confirms the urgent need for targeted safety infrastructure to reduce accident risk and protect students in urban school areas.
MANFAAT DATA PELAYANAN TRANSPORTASI BERBASIS SISTEM INFORMASI TERHADAP PENINGKATAN PARIWISATA SULAWESI TENGAH Abulebu, Henny Indriyani; Bahar, Taslim; Ramlan, Ratnasari
Jurnal Sains dan Teknologi Tadulako Vol 11 No 2 (2025): Agustus 2025
Publisher : Universitas Tadulako

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22487/jstt.v11i2.981

Abstract

The development of tourism areas requires good connectivity, including the availability of an integrated and easily accessible transportation system. This study aims to map the condition of transportation mode services in supporting tourism in Central Sulawesi Province and to analyze the integration of transport modes to major tourist destinations in Palu City, Poso Regency, and Tojo Una-Una Regency. Using a descriptive quantitative approach based on secondary data, the study analyzes the accessibility of transportation modes, travel time, and the availability of transport services from city centers to tourist destinations. The results show that the level of transportation accessibility varies across regions, and modal integration improves connectivity between tourism areas, which can contribute to an increase in tourist visits to Central Sulawesi.
Evaluation of The Structural Teratment of The Tonusu Pendolo Road Section, Poso Regency Ali, Muhammad; Bahar, Taslim; Setiawan, Arief
Edunity Kajian Ilmu Sosial dan Pendidikan Vol. 4 No. 8 (2025): Edunity: Social and Educational Studies
Publisher : PT Publikasiku Academic Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57096/edunity.v4i8.431

Abstract

The Tonusu–Pendolo Road Section in Poso Regency, Central Sulawesi, serves as a vital transportation corridor connecting Pamona Barat District and Pendolo District, spanning approximately 58.5 km. This road supports regional economic activities and traverses important ecological areas such as the Pamona Nature Reserve and the Bancea Natural Tourism Park. Field surveys indicate that the pavement is predominantly in light to severe damage, with defects including cracks, potholes, rutting, and surface depressions. The primary causes are excessive axle loads from heavy vehicles, inadequate drainage systems, and low subgrade strength. This study applies the Bina Marga Flexible Pavement Design Method to determine an optimal structural improvement strategy. Data collection included traffic volume surveys, subgrade CBR testing, and visual pavement inspections. The analysis revealed subgrade CBR values ranging from 5% to 8%, necessitating a thicker pavement structure to withstand projected traffic loads. The proposed design consists of a 4 cm Asphalt Concrete Wearing Course (AC-WC), 6 cm Asphalt Concrete Binder Course (AC-BC), 20 cm Aggregate Class A base course, and 20 cm Aggregate Class B subbase. Implementation of the proposed structure, combined with axle load control, drainage improvement, and periodic maintenance, is expected to extend service life, enhance safety, and improve overall road performance.
Kajian Simpang Koordinasi Moh Yamin Juanda – Moh Hatta Gatot Subroto di Kota Palu Veronica, Meilynda; Bahar, Taslim; Arifin, Syamsul
Mutiara: Multidiciplinary Scientifict Journal Vol. 1 No. 9 (2023): Mutiara: Multidiciplinary Scientifict Journal
Publisher : Al Makki Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57185/mutiara.v1i9.78

Abstract

Pada CBD (Central Business District) wilayah Kota Palu terdapat 4 persinyalan simpang yang memiliki kinerja suboptimal simpang susun eksisting yang dapat dilihat dari tingkat kejenuhan simpang dengan nilai rata-rata derajat saturasi eksisting pada simpang Moh Yamin – Juanda 0,88, rata-rata antrian kendaraan adalah 33,91 pcu, dan delay 104,99 detik/pcu, di simpang Juanda – Mangunsakoro 0,89, rata-rata antrian kendaraan 20,56 pcu, dan delay 78,95 detik/pcu, di Simpang Moh.Hatta – Setia Budi 0,87, rata-rata antrian kendaraan 19,53 pcu, dan delay 58,90 detik/pcu dan di Simpang Moh.Hatta – Gatot Subroto 0,90, rata-rata antrian kendaraan 25,17 pcu, dan penundaan 89,39 detik/PCU selama jam sibuk. Dilihat dari hal tersebut, maka perlu dilakukan optimalisasi kinerja persimpangan dengan menentukan timing siklus persimpangan bersinyal sesuai dengan volume lalu lintas yang ada. Metode analisis yang digunakan dalam penelitian ini mengacu pada PKJI 2023 dan untuk analisis lebih lanjut berupa optimalisasi isolasi dan koordinasi persimpangan menggunakan Transyt 14.1 Program sebagai model dalam upaya mengoptimalkan persimpangan untuk menemukan cycle timing yang optimal dengan tujuan menghasilkan performa trafik yang lebih baik. Usulan optimalisasi persimpangan yang efektif untuk diterapkan pada 4 persimpangan adalah optimalisasi isolasi persimpangan, koordinasi persimpangan belum optimal diterapkan pada 4 persimpangan karena di antara 4 persimpangan tersebut terdapat beberapa persimpangan yang tidak memiliki apill.
Kajian Rute Aman Selamat Sekolah (RASS) di Kawasan Pendidikan Kelurahan Lolu Selatan Lukman, Andi Fitri Utari; Setiawan, Arief; Bahar, Taslim
Mutiara: Multidiciplinary Scientifict Journal Vol. 1 No. 10 (2023): Mutiara: Multidiciplinary Scientifict Journal
Publisher : Al Makki Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57185/mutiara.v1i10.103

Abstract

Pemerintah menerapkan Rute Aman Selamat Sekolah (RASS) dalam Peraturan Menteri Nomor: PM 16 tahun 2016 yang ditargetkan untuk meningkatkan keselamatan anak sekolah, lingkungan yang sehat dan tertib berlalu lintas, serta kenyamanan dan keamanan dalam berlalu lintas. Penelitian ini bertujuan untuk mengetahui perjalanan pelajar menggunakan moda yang sering digunakan dan rute yang sering dilalui dengan maksud perjalanan menuju/pulang dari sekolah pada kawasan pendidikan di Kota palu tepatnya di Kelurahan Lolu Selatan.Hasil survey yang dilakukan peneliti diketahui jenis moda yang digunakan oleh para pelajar didominasi oleh kendaraan sepeda motor (diantar) dengan jumlah 34% dengan lama waktu perjalanan didominasi antara 10-20 Menit, kemudian untuk rentang waktu perjalanan paling sedikit adalah ˃30 Menit dikarenakan kawasan pemukiman yang jauh dari lokasi sekolah. Menurut survey yang dilakukan peneliti Kemauan Berpindah ke Angkutan Sekolah Dari hasil wawancara yang dilakukan oleh 334 koresponden, bahwa 261 bersedia untuk menggunakan angkutan sekolah 73 bersedia pindah ke angkutan sekolah. Menurut penelitian diatas diperlukan adanya ZoSS. Fasilitas pejalan kaki seperti fasilitas penyeberangan dengan pelican crossing, jalur sepeda, Fasilitas drop zone dan pick up point. Desain Rute Aman Selamat Sekolah mencakup desain jalan eksisting, desain jalan rencana, serta sirkulasi pejalan kaki, pesepeda, dan kendaraan rencana pada kawasan sekolah.
PENYULUHAN TEKNIK PEMBESIAN, PENGERJAAN SLOOF DAN TIANG RUMAH RAMAH GEMPA Setiawan, Arief; Ramlan, Ratnasari; Arifin, Syamsul; Bahar, Taslim
Nemui Nyimah Vol. 1 No. 2 (2021): Nemui Nyimah
Publisher : FT Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/nm.v1i2.25

Abstract

Kota Palu merupakan salah satu daerah di Indonesia yang termasuk dalam kategori rawan gempa. Posisi sesar Palu Koro yang melintasi wilayah Kota Palu menyebabkan kejadian gempa dapat terjadi setiap saat. Kondisi ini mengharuskan struktur bangunan di wilayah Kota Palu harus ramah terhadap gempa bumi. Untuk mendapatkan bangunan yang ramah gempa, ada beberapa cara yang dapat dilakukan misalnya lokasi bangunan di tanah keras. Namun keahlian tukang bangunan menjadi salah satu syarat mutlak untuk mendapatkan bangunan yang ramah lingkungan tersebut. Sayangnya, mayoritas tukang bangunan di Kota Palu belum memiliki keahlian dalam struktur ramah gempa. Dengan demikian perlu dilakukan kegiatan pengabdian kepada masyarakat dengan memberikan penyuluhan tentang teknik pembesian, sloof dan tiang bagi bangunan rumah ramah gempa. Mitra yang ikut dalam penyuluhan tersebut adalah kelompok tukang bangunan pada proyek Tadulako Permai. Hasil kegiatan ini dapat memberikan manfaat bagi mitra dalam menambah pengetahuan mengenai teknik pembesian, pengerjaan sloof dan tiang bagi rumah ramah gempa.
Co-Authors Abulebu, Henny Indriyani Andi Fitri Utari Lukman Arief Setiawan Arief Setiawan B.S. Kusbiantoro B.S. Kusbiantoro Islam, Ahmad Muhammad Syaiful Kumara, A. A Brigita A. Lukman, Andi Fitri Utari Madani, Medinah Wirda MUHAMMAD ALI Ofyar Z. Tamin Ofyar Z. Tamin Ofyar Z. Tamin Pradani , Novita Pratama, Agus Adijaya Pratama, Randy Bramesta Putra Ramlan , Ratnasari Ratnasari Ramlan Russ Bona Frazila Setiawan , Arief Syahputra, Raynaldi Dwi Syamsul Arifin Veronica, Meilynda