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All Journal Warta Penelitian Perhubungan Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Jurnal Manajemen Transportasi & Logistik (JMTRANSLOG) Indonesian Journal of Engineering and Science (IJES) Madiun Spoor : Jurnal Pengabdian Masyarakat IWJ : Inland Waterways Journal SOROT: Jurnal Pengabdian Kepada Masyarakat Warta Penelitian Perhubungan
Astuti, Septiana Widi
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Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation Other

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Perencanaan perkerasan jalan raya pada perlintasan sebidang di JPL 136 Kota Madiun Kurniawan, Muhammad Adib; Astuti, Septiana Widi; Dewi, Puspita; Puruhita, Hana Wardani; Riyanta, Wawan
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 4 (2024): October
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i4.37006

Abstract

The construction of road pavements at level crossings typically employs flexible asphalt pavements, which are prone to peeling and damage. It has been stated that the pavement structure at at-grade crossings between roads and railway tracks should differ from the pavement structure in sections approaching the crossing. The pavement structure at at-grade crossings is recommended to have greater strength than the pavement structure on existing road sections, such as the use of rigid concrete pavements (Prasarana, 2004). In this research, the road pavement at the JPL 136 at-grade crossing in Madiun City is planned to use rigid cement concrete pavement, with the construction calculation using the cement concrete pavement planning method (Ministry of Public Works and Housing, 2003). After analysis, a rigid cement concrete pavement construction with a thickness of 150 mm, a compressive strength of 35 MPa, longitudinal reinforcement D16-170, and transverse reinforcement D12-100 with BJTS 420 A type was obtained.
Co-Authors ,, Jamaludin Aghastya, Adya Atiko Putri, Ni'mah Izati Cesarasyid, Muhammad Kesuma Dadang Sanjaya Atmaja Damayanti, Ajeng Tyas Dewi , Puspita Dimas Pratama Yuda, Dimas Eka Putra, Kusuma Bayu Ependi, Ahmad Hana Wardani Puruhita Handoko . Handoko Handoko Ilham Satrio Utomo Imron, Nanda Ahda Iswanto, Ary Putra Jamaludin . Kurniawan, Muhammad Adib Malaiholo, David Nopryanto, Windi Nurhadi, Muhamad Nurhadi, Muhammad Nurjanah, Melania Uswatul Nurul Fitria Apriliani Oka, AA. Bagus Prativi, Ayu Puspita Dewi Puspita Dewi, Puspita Puspita Sari, Elvi Puspitasari, Mariana Diah Rachman, Natriya Faisal Riyanta, Wawan Rozaq, Fadli Rusman Prihatanto, Rusman Sanjaya, Dadang Sari, Yulia Puspita Septiyoko , Renaldy Yoga Soimun, Ahmad Sri Kartini, Sri Sunardi Sunardi Surnata, Surnata Sutrisno, Slamet Prasetyo Wahyu Tamtomo Adi, Wahyu Tamtomo Waskito, Ario WICAKSONO, ADI Windi Nopriyanto Wirawan, Willy Artha Yuwono Wiarco