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All Journal Edunity: Kajian Ilmu Sosial dan Pendidikan
Taslim Bahar
Universitas Tadulako, Indonesia
Humanities Computer Science & IT Economics, Econometrics & Finance Languange, Linguistic, Communication & Media Social Sciences

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Determination of Location and Design of Trans Palu Bus Stops (Case Study: Corridor 1 and Corridor 3) Agus Adijaya Pratama; Taslim Bahar; Novita Pradani
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 Randy Bramesta Putra Pratama; Taslim Bahar; Arief Setiawan
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.
Evaluation of The Structural Teratment of The Tonusu Pendolo Road Section, Poso Regency Muhammad Ali; Taslim Bahar; Arief Setiawan
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.
Co-Authors Agus Adijaya Pratama Arief Setiawan Muhammad Ali Novita Pradani Randy Bramesta Putra Pratama