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Criteria Analysis and Application of Analytical Hierarchy Process (AHP) In Determining Road Maintenance Priorities on Cokroaminoto Bojonegoro Road Section Miftakhul Arifin; Risma Marleno; Wateno Oetomo
Asian Journal of Social and Humanities Vol. 3 No. 6 (2025): Asian Journal of Social and Humanities
Publisher : Pelopor Publikasi Akademika

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59888/ajosh.v3i6.529

Abstract

This study aims to develop a systematic approach for prioritizing road maintenance on Cokroaminoto Road in Bojonegoro by combining the Analytical Hierarchy Process (AHP) with PKRMS data. The research identifies eight key criteria essential for prioritizing maintenance activities, including road damage, traffic volume, safety, construction costs, implementation duration, accessibility, and weather conditions. AHP was used to assign weights to these criteria, with safety emerging as the most critical factor. The results show that road sections with high traffic intensity and significant deterioration are prioritized for preventive maintenance, especially in areas with high accident risks. By integrating technical data from the PKRMS with the AHP methodology, this study offers a transparent and objective decision-making model for road management. The findings highlight the importance of focusing on preventive maintenance to mitigate future rehabilitation costs and extend the service life of roads. This research provides valuable insights for efficient resource allocation and offers a replicable model for road infrastructure management in other regions with similar challenges.
Analysis of Road Pavement Conditions on The Maospati-BTS. Magetan City Road Section Using The Surface Distress Index (SDI) Method Videla Denastyan Agpenta Putra; Risma Marleno; Wateno Oetomo
Devotion : Journal of Research and Community Service Vol. 6 No. 3 (2025): Devotion: Journal of Community Research
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/devotion.v6i3.25432

Abstract

This research evaluates the condition of the pavement on the Maospati - Bts. Magetan City with the Surface Distress Index (SDI) method. The results showed the average value of SDI < 50, indicating that the road condition is in good category with minor damage. The dominant damage types are longitudinal cracks and small holes. Based on the survey results, the estimated maintenance cost required reached Rp. 333,468,376, including patching, slurry seal, and crack sealing works. This study confirms that the SDI method is effective for road maintenance planning and budget allocation in an efficient manner. This strategy not only prolongs the service life of the road but also minimizes long-term maintenance costs. Moreover, sustainable road maintenance practices play a crucial role in supporting regional connectivity and development. Well-maintained roads facilitate smoother transportation, enhance logistics efficiency, and improve access to social and economic services, contributing to inclusive and sustainable growth in Magetan Regency.
Cost and Time Optimization In Retaining Wall Construction Through The Application of Value Engineering on The Bendung-Bantengan Road Section, Mojokerto District Refa Fairuz Rahman; Wateno Oetomo; Risma Marleno
Devotion : Journal of Research and Community Service Vol. 6 No. 3 (2025): Devotion: Journal of Community Research
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/devotion.v6i3.25436

Abstract

Mojokerto is a region in East Java with strategic geographical and economic significance, serving as a key area for regional connectivity and growth. However, the Bendung-Bantengan road section has experienced considerable damage due to inadequate retaining walls, leading to road subsidence, cracks, and increased maintenance costs. These challenges necessitate effective soil stabilization measures to ensure the safety and functionality of the infrastructure. This study explores the application of Value Engineering (VE) to optimize the planning and construction of retaining walls in the region. Utilizing secondary data from topographic surveys and triaxial soil tests, this research evaluates three design alternatives to identify the most efficient solution. The analysis revealed that Alternative 1 demonstrated the highest cost efficiency, achieving a reduction in construction expenses by IDR 284,244,698.00 through the optimization of structural dimensions and material usage. In addition to cost savings, the implementation of VE also contributed to a shortened project timeline, reducing the completion period to 121 days from the originally planned 180 days. The design maintained its quality and structural stability, effectively resisting lateral soil pressure while mitigating erosion risks. This study underscores the significance of incorporating VE during the planning stages of infrastructure projects. By balancing cost efficiency, quality, and sustainability, VE enhances project value and ensures long-term resilience. The findings provide a strategic framework for future infrastructure projects, promoting sustainable and economically viable solutions for regions with challenging geotechnical conditions. VE’s integration into construction practices highlights its transformative potential in achieving efficient and durable infrastructure development.
Road Surface Assessment of The Kemlagi–Berat Kulon Road Section In Mojokerto District Using The Iri Method Fikri Jadmiko; Wateno Oetomo; Risma Marleno
Devotion : Journal of Research and Community Service Vol. 6 No. 3 (2025): Devotion: Journal of Community Research
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/devotion.v6i3.25445

Abstract

The Kemlagi–Beratkulon road surface assessment in Mojokerto District covers a section of 3.637 km and features a combination of rigid pavement, flexible pavement, and asphalt. This road plays a critical role as a connecting link between Mojokerto District and Gresik District, supporting transportation and regional connectivity. The primary objective of this study is to evaluate the road surface condition, measure the extent of surface damage, and classify the condition using the International Roughness Index (IRI) method. Data collection was conducted through field surveys with the aid of the Roadroid application, providing real-time measurements of road roughness. The findings reveal that the highest e-IRI value recorded was 1.75 at STA 1+900 to STA 2+000, indicating a road condition classified as "GOOD" based on IRI standards. The study highlights the efficiency of the IRI method in assessing road conditions, ensuring accurate identification of surface damage levels ranging from good to severely damaged. Furthermore, the use of the Roadroid application proves effective in facilitating rapid and precise road surface evaluations. To enhance future assessments, this research suggests integrating alternative android-based applications for comparative analyses and conducting surveys during low-traffic periods to minimize data inaccuracies. These findings contribute to the broader understanding of road infrastructure management, emphasizing the importance of regular assessments to optimize maintenance efforts, extend road lifespan, and allocate resources effectively.
ANALISIS VALUE ENGINEERING PEKERJAAN REHABILITASI SALURAN DRAINASE KECAMATAN SAMARINDA ULU Ibu Khaldun; Wateno Oetomo; Risma Marleno
Jurnal Teknika Vol 16 No 2 (2024): SEPTEMBER
Publisher : Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/jt.v16i2.1244

Abstract

Penelitian ini dilakukan dengan tujuan untuk menganalisis Nilai Teknik Pekerjaan Rehabilitasi Drainase dan Gorong-gorong di Kecamatan Samarinda Ulu. Metode penyelesaian perhitungan ini menggunakan Analisis Rekayasa Nilai. Analisis Rekayasa Nilai dilakukan pada saat Rencana Anggaran Biaya (RAB) masih direncanakan untuk mendapatkan hasil yang maksimal. Metode penelitian ini dilakukan dalam lima tahap Rekayasa Nilai, yaitu tahap informasi, tahap analisis fungsi, tahap kreatif, tahap evaluasi, dan tahap presentasi. Pembobotan setiap kriteria menggunakan Metode Zero-One. Metode Matriks Analisis Nol-Satu Metode nol-satu digunakan untuk memberi bobot dan memberikan skor pada kriteria. Dari hasil analisa ditemukan bahwa alternatif terbaik yang dapat menggantikan metode pelaksanaan awal pada item pekerjaan terpilih pada pekerjaan beton adalah Beton Bertulang Pracetak, Beton Bertulang Ready Mix, Dicor Sebagian. Biaya pekerjaan beton yaitu pada awal atau sesuai rencana sebesar Rp. 623.679.984,00 Biaya pekerjaan beton setelah VE yaitu Rp. 271.933.824,09 Dengan penghematan biaya sebesar Rp. 352.393.548,00 atau 18,3%. Biaya proyek keseluruhan untuk rencana awal adalah Rp. 2.099.885.844 sedangkan keseluruhan biaya proyek setelah VE adalah Rp 1.748.139.684. Dengan penghematan biaya sebesar Rp. Rp. 352.393.548,00 atau 16,78% dari total proyek.
ANALISIS PENGARUH HAMBATAN SAMPING PARKIR MINU PUCANG PADA RUAS JALAN JENGGALA SIDOARJO MENGGUNAKAN METODE PKJI 2014 Ferdho Eriansyah; Wateno Oetomo; Nurani Hartatik
Jurnal Review Pendidikan dan Pengajaran Vol. 7 No. 3 (2024): Volume 7 No 3 Tahun 2024
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jrpp.v7i3.30821

Abstract

Kemacetan merupakan salah satu masalah yang terjadi di Sidoarjo, terjadinya kemacetan dikarenakan penumpukan volume kendaraan yang tidak sebanding dengan kapasitas ruas jalan tersebut, yaitu adanya adanya penumpukan kendaraan yang menyebabkan tersendatnya suatu arus lalu lintas pada suatu ruas jalan, ditambah dengan adanya parkir liar di tepi jalan mengakibatkan terjadinya penyempitan jalan sehingga kendaraan yang melewati terpaksa berjalan lambat bahkan bisa terjadinya kemacetan. Salah satu penyebab kemacetan yang terjadi di ruas Jalan Raya Jenggolo Sidoarjo ini salah satunya disebabkan oleh aktivitas Sekolah MINU Pucang yang memarkirkan kendaraannya di tepi jalan terutama pengantar/penjemput yang menggunakan kendaraan roda 4 seperti mobil pribadi. Diketahui sibuknya aktivitas di area Jalan Raya Jenggolo ini pada saat beroperasinya sekolah-sekolah dasar di area sekitar ini yaitu di setiap harinya terkecuali hari libur sekolah dasar. Untuk jam sibuk di Jalan Jenggala ini di pagi hari sekitar pukul 07-00 – 09.00 WIB, di siang hari sekitar pukul 11.00 – 13.00 WIB, serta di sore hari sekitar pukul 16.00 – 18.00 WIB. Tujuan dari analisa ini adalah mengetahui permasalahan kemacetan yang terjadi di Jalan Raya Jenggolo Sidoarjo serta mendapatkan solusi yang paling dilakukan untuk mengurangi kemacetan di Jalan Raya Jenggolo Sidoarjo.