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All Journal Jurnal Teknik Sipil Macca Jurnal Rekayasa Teknologi Nusa Putra
Ardin Rozandi
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering

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Optimizing the Asphalt Strength Quality with Kenpave Software to Improve Community Mobility: Case Study: Road Jampang Tengah – Kiara Dua Muhammad Hidayat; Dio Damas Permadi; Neng Hodijatul Kubro; Ardin Rozandi; Utamy Sukmayu Saputri
Jurnal Teknik Sipil MACCA Vol. 10 No. 2 (2025): Jurnal Teknik Sipil MACCA (JUNI 2025)
Publisher : Universitas Muslim Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33096/ws5vaz91

Abstract

Jampang Tengah – Kiara Dua road (Km. Bdg 139 + 000 – 142 + 000) is a secondary arterial road which is a logistics route for products and services, allowing many heavily laden vehicles to pass through this road and the lack of maintenance causes this road to quickly become damaged . This research was conducted to provide a road redesign plan with flexible pavement using the 2017 Bina Marga road pavement design manual method with a structural evaluation of the kenvape program. Based on the results of research using the 2017 Bina Marga method, the thickness of the AC-WC pavement was 4 cm, the AC-BC layer was 13.5 cm, the CTB top foundation layer was 15 cm thick, and the class A bottom layer was 15 cm thick. cm. From the results of structural evaluation using the kenpave program, it was found that the strain value at a depth of 9.9997 cm would experience fatigue cracking of 0.0001914, for the horizontal strain value at a depth of 9.9997 cm there would be groove damage of 0.0003486, for the vertical strain value at a depth of 52.0003 cm will experience permanent damage to the flexible pavement structural layer of 0.0002147.
Analisis Proyeksi Kinerja Simpang Tak Bersinyal Karang Tengah–Nagrak dan Jalan Cibadak untuk 10 Tahun ke Depan Dio Damas Permadi; Yoga Agustian; Utamy Sukmayu Saputri; Ardin Rozandi
Jurnal Rekayasa Teknologi Nusa Putra Vol 11 No 1 (2025): Februari 2025
Publisher : Universitas Nusa Putra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52005/rekayasa.v11i1.576

Abstract

Kabupaten Sukabumi, yang merupakan kabupaten terluas di Jawa Barat, menghadapi masalah dalam pengembangan infrastruktur jalan dan mobilitas perkotaan. Dengan pertumbuhan penduduk dan kendaraan yang cepat, infrastruktur jalan yang ada tidak cukup, yang menyebabkan kemacetan dan menurunnya kualitas mobilitas. Kawasan seperti simpang Jalan Karang Tengah – Cibadak dan Jalan Nagrak sering mengalami kemacetan akibat lalu lintas yang padat. Penelitian bertujuan untuk menganalisis kinerja simpang dalam 10 tahun ke depan dan memberikan solusi, seperti pelebaran jalan. Analisis kinerja menggunakan standar PKJI 2023 dan metode statistika untuk meramalkan volume lalu lintas. Hasil menunjukkan bahwa pelebaran dapat meningkatkan kapasitas jalan dan menurunkan derajat kejenuhan, meskipun nilai Dj tetap tinggi di masa depan.
Co-Authors Dio Damas Permadi Muhammad Hidayat Neng Hodijatul Kubro Utamy Sukmayu Saputri Yoga Agustian