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Journal : International Journal on Advanced Technology, Engineering, and Information System (IJATEIS)

CAPACITY ANALYSIS OF DRAINAGE CHANNELS ON PUBLIC ROADS IN FRONT OF THE SIDOARJO CLASS 1A RELIGIOUS COURT OFFICE: A REVIEW OF MAINTENANCE COSTS Ernitasari, Windya Yunesti; Witjaksana, Budi; Patriadi, Andi
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 3 No. 4 (2024): NOVEMBER
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v3i4.1179

Abstract

Flooding in front of the Sidoarjo Class 1A Religious Court Office road happens frequently during the rainy season. It disrupts traffic and damages the roads. Flooding is caused by the condition of the drainage channels, which are not performing efficiently due to sediment barriers such as garbage, and some channels appear to be damaged. The existing channels can no longer accommodate the water discharge caused by the rain, thus water overflows from the drainage channels, flooding the main road. These conditions show the importance of handling drainage problems. One of the ways that can be taken is to evaluate the capacity of existing drainage channels. In this study, the evaluation of drainage channel capacity was carried out using the Hydrological and Hydraulics Analysis method. The purpose of this study to assess the suitability of the magnitude of the 5-year return period flood discharge with the capacity of the existing drainage channel, and to find a solution if the drainage system can no longer accommodate the magnitude of the proposed flood discharge. The chosen alternative was alternative 2 drainage channel rehabilitation with increased channel dimensions. Based on the calculated results, a channel dimension plan with a width of 0.6 m and a height of 0.80 m was necessary. The cost required for drainage channel rehabilitation was 750,605,179.00 rupiahs.
Analysis of Project Time Using the Earned Value Method Concept on the Situbondo District Bagor Bridge Replacement Project Putranto, Yonandika Pandu; Patriadi, Andi; Sajiyo, Sajiyo
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 4 No. 1 (2025): FEBRUARY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v4i1.1575

Abstract

This research aims to analyze the time and cost efficiency of the Bagor Bridge Replacement Project in Situbondo Regency using the Earned Value Method. The research employs a qualitative descriptive approach, where data is collected through literature studies, field observations, and analysis of project documents such as plan drawings and weekly reports. Data analysis techniques include calculating several indicators, including Cost Performance Index (CPI), Schedule Performance Index (SPI), and Variance at Completion (VAC). The results showed that in weeks one to nine, the project ran according to the planned schedule, but there was a delay between weeks ten to nineteen. In the twentieth to twenty-fourth week, the project made progress again. The effectiveness of project time and cost control was obtained with a score value of 1.603, which indicates that project control is very effective. Based on these results, it is recommended that the implementing contractor compile detailed daily reports to monitor cost overruns and anticipate existing risks. The use of Earned Value method can be combined with other methods to maximize project control. In addition, logistics, equipment, and resource management should be considered to prevent unwanted problems.
Analysis of Pavement Damage Types on Provincial Roads in the Madura Region Kurniawan, Adi; Patriadi, Andi; Sajiyo, Sajiyo
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 4 No. 1 (2025): FEBRUARY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v4i1.1576

Abstract

Roads play a crucial role in fostering economic development and facilitating transportation within communities. However, in the Madura region, issues such as cracks, potholes, and raveling are frequently observed, posing challenges to road quality and safety. This study aims to investigate the prevalent types of road defects in this area in order to inform better infrastructure planning and management. To achieve this objective, the research focused on provincial roads in the Madura region, utilizing a combination of field surveys and questionnaires with road users in Pamekasan. The findings of the study highlighted cracks, potholes, and grain detachment as the most commonly observed forms of road damage in the region. These results are essential for guiding decision-making processes related to road maintenance and repair, ultimately enhancing the efficiency and quality of road infrastructure. The insights gained from this study offer valuable guidance for policymakers and stakeholders involved in road infrastructure development. Recommendations arising from the research include prioritizing the management of road damage, ensuring adequate budget allocation for repairs, and implementing regular maintenance practices to prevent deterioration.
Road Damage Analysis Using the Analytical Hierarchy Process Method Based on Provincial/District Road Management System as the Basis for Road Handling Program Zuhri, Fuad Jauhar; Patriadi, Andi; Sajiyo, Sajiyo
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 4 No. 1 (2025): FEBRUARY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v4i1.1578

Abstract

This study aims to determine the priority order of road handling in Pacitan Regency using the Analytical Hierarchy Process (AHP) method in combination with the Provincial/District Road Management System (PRMS) application. This research involved provincial roads in Pacitan District, with primary data collection through field surveys and AHP questionnaires distributed to experts. The results of the analysis show that combining the PRMS and AHP methods provides a more accurate and objective prioritization order, with the final result identifying the road sections that need the most urgent handling. prioritization of road handling based on AHP and PRMS methods. Based on the criteria weighting results, the Wareng - Mukus section has the highest priority with a weight of 0.24, followed by the Arjosari - Purwantoro section with a weight of 0.23, and the Bts. Ponorogo Regency - Bts. Pacitan City with a weight of 0.21. In the PRMS analysis, road handling priorities based on TPI (Infrastructure Priority Level) also show similar results, with the Wareng - Mukus section as the highest priority (TPI 33.1), followed by the Bts. Ponorogo Regency - Bts. Pacitan City (TPI 12.2), and the Arjosari - Purwantoro section (TPI 11.2). This research is expected to provide useful recommendations for road management and planning in Pacitan District.
VISSIM Modeling and Simulation to Optimize the Performance of the Blimbing Ngoro Three-Way Intersection in Jombang Regency Saputri, Firda Auliya Ajie; Patriadi, Andi; Tjendani, Hanie Teki
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 4 No. 2 (2025): MAY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v4i2.1742

Abstract

This research aims to analyze the existing conditions of the intersection and provide performance improvement solutions through modeling and simulation using PTV VISSIM software. Data was obtained through field surveys, interviews with stakeholders, and related literature studies. The analysis was conducted with reference to the Indonesian Road Capacity Guidelines (PKJI) 2023 to measure performance parameters such as degree of saturation, queue length, and average delay. The results showed that the existing condition of the Blimbing Three Intersection was at the LOS D level of service, with an average delay of 30.99 seconds and a queue length of 26.53 meters, reflecting less than optimal traffic performance. Based on the ARRB analysis, it is necessary to control the intersection by installing traffic signals to improve safety and efficiency. Three proposed scenarios were tested using VISSIM simulation, where Proposal 1 produced the best performance with a delay of 20.34 seconds and a queue of 10.37 meters (LOS C). Proposal 2, with a three-phase arrangement, actually worsened conditions with a delay of 54.72 seconds and a queue of 84.44 meters (LOS D). Meanwhile, Proposal 3, which combines three phases and the left-turn on-ramp feature (LTOR), gives almost as good results as Proposal 1, with a delay of 24.05 seconds and a queue of 16.28 meters, remaining at LOS C. Therefore, Proposal 3 is considered the most effective solution as it is able to improve traffic flow without neglecting the safety aspect.