Article Per Year (5 Year)
p-Index From 2021 - 2026
2.233
P-Index
This Author published in this journals
All Journal SCIENCE TECH: Jurnal Ilmiah Ilmu Pengetahuan dan Teknologi Rancang Bangun Media Ilmiah Teknik Sipil PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Jurnal Pengabdian Al-Ikhlas Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Buletin Profesi Insinyur Jurnal Teknologi Berkelanjutan Jurnal Ilmiah Teknik Sipil Transukma
Robiatul Adawiyah
Fakultas Teknik, Universitas Islam Kalimantan MAB
Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Public Health Social Sciences Transportation

Published : 21 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 21 Documents
Search

 1   2   3 
Analisis dan Perencanaan Struktur Perkerasan Lentur Jalan Berdasarkan MDPJ No. 03/M/BM/2024 Robiatul Adawiyah; Akhmad Gazali; Tezar Aulia Rachman
Science Tech: Jurnal Ilmu Pengetahuan dan Teknologi Vol 12 No 1 (2026): February
Publisher : Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/st.vol12.no1.a20971

Abstract

The revision of pavement design standards may significantly influence the determination of pavement thickness and structural configuration. This study aims to determine the design thickness of flexible pavement structure on the Kampung Baru – Beruntung Jaya road section based on the Manual Desain Perkerasan Jalan (MDPJ) No. 03/M/BM/2024 and to compare the results with MDPJ No. 02/M/BM/2017. The research employed a quantitative approach using traffic data (LHR and axle loads) and subgrade strength (CBR) as primary design parameters. The analysis shows that, based on Design Chart-4 of MDPJ 2024, the required pavement structure consists of 50 mm HRS-WC, 150 mm LFA Class A, and 150 mm LFA Class B (or natural gravel/stabilized layer with CBR > 10%). Compared to MDPJ 2017, MDPJ 2024 applies refined traffic classification and stricter CBR criteria, resulting in a more structured and adaptive design approach. The updated methodology provides improved technical control over pavement thickness determination and has the potential to enhance long-term pavement performance and reliability.
Co-Authors Abdurrahman Abdurrahman Adhi Surya Adhi Surya Adhi Surya Ahmad Azhari Yuanda Akhmad Gazali Akhmad Gazali Daniel Ajie Saputra Diemas Anggoro Asael Eka Purnamasari Eka Purnamasari Eka Purnamasari Eka Purnamasari Eka Purnamasari Eka Purnamasari Eliatun Eliatun Fathurrahman Fathurrahman Febby Eleanor Fitria Handayani Fitriani Ridzeki Gusti Akmalia Sari Hairunisa Hairunisa Haris Haris Hendra Cahyadi Hendra Cahyadi Husna Nordina Muhammad Gunawan Perdana Muhammad Gunawan Perdana Mulyadi Mulyadi Rahmatullah Rahmatullah Rina Rupida Tedy Riansyah Tezar Aulia Rachman Tezar Aulia Rachman Tezar Aulia Rachman