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All Journal PUBLICITAS BERNAS: Jurnal Pengabdian Kepada Masyarakat Journal of Artificial Intelligence and Digital Business J-ENSITEC (Journal of Engineering and Sustainable Technology) Metris: Jurnal Sains dan Teknologi SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Arief Rijaluddin
Universitas Majalengka
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METODE PELAKSANAAN PEKERJAAN RIGID PAVEMENT (STUDI KASUS: LAJUR KE – 3 JALAN TOL CIKOPO – PALIMANAN KM 87+350 - KM 98+275) Sumantri, Vena Nuri; Rijaluddin, Arief
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 9 (2025): Seminar Teknologi Majalengka (STIMA) 9.0 Tahun 2025
Publisher : Universitas Majalengka

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The Third Lane Widening Project from KM 87+350 to KM 98+275 of the Cikopo–Palimanan Toll Road, 2024 Package 1 has the primary objective of reducing traffic congestion caused by the high volume of vehicles on the Cikopo–Palimanan Toll Road by increasing the road capacity. This project is owned by PT. Lintas Marga Sedaya, supervised by the consulting firm PT. Indec Internusa, and executed by the contractor PT. Pembangunan Perumahan (Persero) Tbk. The project uses composite pavement, a combination of rigid pavement (concrete pavement) and flexible pavement (asphalt pavement). This report outlines the stages of rigid pavement work, including mobilization, preparation, and execution phases. Rigid pavement, or concrete pavement, is a type of pavement made of concrete with reinforcement such as tie bars and dowels, using concrete with a strength of fs’ 45. The report also includes the resources required based on the execution method.
PERENCANAAN ULANG GEDUNG KAMPUS MODERN BERBASIS BIM STUDI KASUS GEDUNG FAKULTAS TEKNIK UNIVERSITAS MAJALENGKA Rahayu, Azi Juliar; Susandi, Dony; Rijaluddin, Arief
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 9 (2025): Seminar Teknologi Majalengka (STIMA) 9.0 Tahun 2025
Publisher : Universitas Majalengka

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The Faculty of Engineering at Universitas Majalengka currently lacks adequate facilities for its students, particularly laboratory facilities that support practical activities and research. Therefore, a redesign is considered as one of the solutions to transform the Faculty of Engineering building into a campus facility capable of supporting all student activities. This study aims to redesign the Faculty of Engineering building at Universitas Majalengka in accordance with applicable standards, both architecturally using architectural data and structurally using the Special Moment Resisting Frame System (SMRF). The methodology includes space requirement analysis and structural analysis using the response spectrum of Majalengka City. The redesign results in two reinforced concrete buildings, each with five floors. Architectural findings indicate that the space requirement analysis for Building 1 and Building 2 complies with architectural standards. Furthermore, the structural findings show that the displacements in both the X and Y directions for Building 1 and Building 2 remain below the allowable limits, indicating that the planned building structures meet the applicable standards and fall within a safe range.
PRODUKTIVITAS ALAT BERAT UNTUK PEKERJAAN ASPAL PROYEK PAKET E-KATALOG PRESERVASI JALAN CONGGEANG-BUAHDUA KEC. CONGGEANG ALFIAN, DIKY; Rijaluddin, Arief
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 9 (2025): Seminar Teknologi Majalengka (STIMA) 9.0 Tahun 2025
Publisher : Universitas Majalengka

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Lokasi Jalan tersebut sebelum di laksanakannya pemeliharaan jalan yang kondisinya sudah rusak parah dengan tingkat kerusakan mencapai 75% sehingga timbulnya ketidaknyamanan dalam berkendara dan juga dapat mengakibatkan kecelakaan bagi pengguna jalan maka dilakukannya rehabilitasi jalan untuk memperbaikinya, Jalan tersebut termasuk kedalam jalan Kabupaten yang menghubungkan antar Kecamatan Conggeang – Buah Dua. Kerja Praktik adalah pengamatan terhadap suatu proyek di lapangan, sehingga mahasiswa diharapkan dapat kesempatan untuk mengetahui kegiatan di lapangan secara langsung dan mampu mengaplikasikan sesuai dengan teori dan praktik yang didapatkan selama perkuliahan. Kerja Praktik merupakan salah satu mata kuliah yang wajib bagi mahasiswa Program Studi Teknik Sipil, sesuai kurikulum di Universitas Majalengka yang merupakan salah satu syarat untuk Tugas Akhir. Secara umum dalam pekerjaan teknik sipil dengan skala besar, tidak mungkin tidak menggunakan alat berat. Begitu pula dengan proyek pembangunan jalan raya, sumber daya alat berat menjadi faktor utama dalam pelaksanaan suatu proyek jalan. Berdasarkan perhitungan produktivitas alat berat pada proyek konstruksi jalan, efisiensi dan jumlah alat berat yang digunakan sangat mempengaruhi durasi pekerjaan. Dalam perhitungan volume agregat dan aspal yang dibutuhkan, penggunaan alat berat secara optimal dapat mempercepat penyelesaian proyek. Sebagai contoh, penggunaan 3 alat berat dengan produktivitas rata-rata 36 m³/jam mampu menyelesaikan pekerjaan dalam waktu kurang dari 1 hari untuk volume pekerjaan sebesar 285,7m³/jam. Hal ini menunjukkan bahwa pemanfaatan alat berat yang tepat akan menghasilkan efisiensi waktu dan biaya yang signifikan.
Performance Evaluation Of An Unsignalized Four-Leg Intersection And Traffic Signal Planning Using Ptv Vissim: A Case Study Of Panjalin Intersection, Majalengka Arief Rijaluddin; Eka Juliar; Kamaludin
J-ENSITEC Vol. 12 No. 02 (2026): June 2026
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/j-ensitec.v12i02.18745

Abstract

Panjalin Intersection is a strategic four-leg junction connecting the Cirebon–Bandung national road with the Budur–Paningkiran provincial road in Majalengka Regency. Its unsignalized operation, intensive roadside commercial activity, and increasing peak-hour demand create recurring conflicts and unstable traffic movements. This study evaluates the existing intersection and develops a two-phase traffic-signal alternative using the 2023 Indonesian Road Capacity Guidelines (PKJI 2023) and PTV Vissim microscopic simulation. Primary data consisted of intersection geometry, seven-day classified turning-movement counts, vehicle speeds, and roadside-environment observations. Secondary data included population and road-status information. Under the existing condition, total demand reached 2,604 passenger-car units per hour, while the calculated capacity was 2,747.84 passenger-car units per hour. The resulting degree of saturation was 0.947, exceeding the PKJI design criterion of 0.85; the average intersection delay was 16.946 s/pcu and the upper queue-probability estimate was 71.63%. A two-phase signal plan with a 42-s cycle, 15.38-s green time for Phase 1, and 16.62-s green time for Phase 2 reduced approach degrees of saturation to 0.610–0.681, with an average of 0.649 and an average delay of 14.679 s/pcu. The Vissim scenario comparison also indicated reductions in average queue, maximum queue, stopped vehicles, and average travel time by 46.4%, 44.7%, 51.2%, and 21.7%, respectively. The combined analytical and simulation results show that installing a coordinated two-phase traffic signal is a technically reasonable short-term treatment, provided that signal timing, side friction, and queue development are monitored after implementation.
Co-Authors Abd. Rasyid Syamsuri Abdul Chaliq Adam Pangestu Ajie Adi Guna Prakasa Adinda Alfina Deswiyanti Adlan Rosyadi, Mohamad ALFIAN, DIKY Andri Irfan Rifai Angga Pratama Ari Ayu Arimba Ariandoyo, Dodi Awit Wijayanti Budi Irawanto Budiman DENI A. NURYANA Dian Heryadiana, Asep Dony Susandi Dwiani, Nurmala Eka Juliar Eka Juliar Fadillah, Ahmad Fadli, Adil Firmansyah, Rendy Rizkyta habibi abdush shodiq Habibi, Royhan Farhan Harun Sujadi Indra Lesmana, Dani Ivan, M. Taufik Jahar Irawan Kamaludin Kamaludin Kamaludin Kharisma, Galuh Koswara, Engkos Lia Lailla Nurjamilah LUMBAN TORUAN, ERNI SARI Mohamad Taufik, Mohamad Muhammad Isradi Natawibawa K, Surya Nawa, Syayid Nawawi, Khaeril Anwar Prasetijo , Joewono Prasetijo, Joewono Prasetyo, Cepy purwati, Nabila aisya Rachman, M. Nanda Fajar Arij Rahayu, Azi Juliar Rita Nurhasanah Robiyana, Asep Saepudin , Asep Setiawan, Teguh Puji Sri Nurlianti Sumantri, Vena Nuri Sunarya, Yoyo Suson Rudianto, Encep Whydiantoro Wirdianto, Agus Yayat Hendrayana, Yayat