Article Per Year (5 Year)
p-Index From 2021 - 2026
3.264
P-Index
This Author published in this journals
All Journal Jurnal Konstruksia Rekayasa Sipil Rancang Bangun Menara: Jurnal Teknik Sipil Jurnal Rekayasa Lingkungan Publikasi Riset Orientasi Teknik Sipil (Proteksi) Abdimas: Papua Journal Of Community Service Teknika Jurnal Pengabdian Kolaborasi dan Inovasi IPTEKS SLUMP TeS : Jurnal Teknik Sipil ETERNITAS Jurnal Ilmiah Teknik Sipil (JIMATS)
Asrul Saputra
Universitas Muhammadiyah Sorong
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Social Sciences Transportation Other

Published : 23 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search
Journal : ETERNITAS

 1 
STUDI PERENCANAAN TEBAL PERKERASAN LENTUR PADA RUAS JALAN RING ROAD AIMAS KM. 29+000 S/D KM. 31+000 Widya, Mitha; Purwanto, A Didik Setya; Sukowati, Dwi Guntoro; Saputra, Asrul; Iqbal
Eternitas: Jurnal Teknik Sipil Vol 3 No 2 (2024): ETERNITAS: Jurnal Teknik Sipil, Vol 3, No 2 April 2024
Publisher : Program Studi Teknik Sipil Universitas Katolik Widya Mandira

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30822/eternitas.v3i2.4222

Abstract

In an effort to stimulate the economy in Sorong Regency, transportation infrastructure is needed that can support the economy in the area, so that alternative roads are built to facilitate the community's economy to carry out activities, both accessibility and mobility of goods and services. One way to ensure that the thickness of the pavement does not suffer damage and can be used for a relatively long period of time is that the pavement structure needs to be planned properly. The aim of this research is to determine the thickness of the flexible pavement layer required on the Aimas Ring Road road section so that it meets needs. In planning pavement thickness, there are several methods that can be used. The method used to plan the thickness of road surface layers is the Component Analysis Method. The research results show that the thickness of the surface layer uses MS 774 kg lasbutag with a thickness of 8 cm and the top foundation layer uses class A aggregate material with a minimum thickness = 20 cm. Meanwhile, for the lower foundation layer, class B sirtu/pitrun with a minimum thickness of 10 cm is used
EVALUASI TEBAL PERKERASAN LENTUR JALAN MENGGUNAKAN METODE ANALISA KOMPONEN (STUDI KASUS: PADA JALAN TEMINABUAN – AYAMARU KM 6+510 – KM 7+240) Sigarlaki, Ester; Sukowati, Dwi Guntoro; Saputra, Asrul; Fajar, Muhammad Nur
Eternitas: Jurnal Teknik Sipil Vol 3 No 2 (2024): ETERNITAS: Jurnal Teknik Sipil, Vol 3, No 2 April 2024
Publisher : Program Studi Teknik Sipil Universitas Katolik Widya Mandira

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30822/eternitas.v3i2.4223

Abstract

Roads are one of the most important infrastructures in carrying out economic activities, both accessibility and mobility of goods and services. As one of the connecting sections between districts which is also the main alternative section to go to the South Sorong Regent Office and Scholoo Keyen Hospital, the condition of the Teminabuan - Ayamaru Km 6 + 510 - Km 7 + 240 road has suffered severe damage such as cracks, bumpy roads, potholes and subsidence in the foundation layer. For this reason, it is necessary to repair roads. The method used in evaluating the thickness of bending pavement on the road is the Component Analysis method. This research method starts by collecting primary data and secondary data, namely CBR, LHR and rainfall data obtained directly from BMKG. Based on the results of analysis and calculations that have been carried out using the Component Analysis method on the Teminabuan - Ayamaru Km 6 + 510 - Km 7 + 240 road section, the thickness of each layer is obtained including the surface layer using Asphal Macadam with a thickness of 5 cm, the top foundation layer using 100% CBR Class A Crushed Stone with a thickness of 20 cm and the bottom foundation layer using 70% CBR Class A Sirtu with a thickness of 10 cm
Co-Authors Achmad Rusdi Agung Pamudjianto Ahmad Januar Jafaruddin Ahmad Januar Jafarudin Alexander Herry Rumawak Alfina Maysyurah Andy Mansyur Dea Annisa Desembardi, Faried Desembardi, Faried Desember, Faried Didik Setyo Purwantoro Dwi Guntoro Edy Purwanto fahira aulia Farida, Anif Fatimah Putri Maharani Haurissa, Prita Herlina Arifin Iqbal Iqbal Iqbal Iqbal Iqbal Islami, Anisul Jafarudin, Ahmad Januar Klau, Jefrianus M. Arief Ramadhan Makaliwe, Gabby K. K. Mawarsari, Nila Mierta Dwangga Miftahul Fauziah Mirzan Nasil La Apa Muhammad Nur Fajar Muhammad Rusmin Muhammad Rusmin Muhammad Rusmin, Muhammad Pristianto, Hendrik Purwanto, A Didik Setya Puspa Rini, Retno Retno Puspa Rini Retno Puspa Rini Rini, Retno Puspa Riskawati Rokhman Rokhman Rokhman, Rokhman Rusmin Rahman Sigarlaki, Ester Slamet Widodo Slamet Widodo Suherman, Alan Sukowati, Dwi Guntoro Valens Widya, Mitha Zainul Abidin