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Pendampingan Perencanaan Jalan Raya Geometrik dan Tebal Perkerasan Lentur Busnial Busnial; Oksy Rizky Rosadi; Peri Abdurahman
Cakrawala: Jurnal Pengabdian Masyarakat Global Vol. 4 No. 3 (2025): Agustus: Cakrawala: Jurnal Pengabdian Masyarakat Global
Publisher : Universitas 45 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30640/cakrawala.v4i1.3923

Abstract

Highway geometric planning is an important part of road engineering that aims to create a safe, comfortable, and efficient path for road users. Community service activities in the form of education are one of the efforts to improve the quality of life of the community through providing useful understanding and skills. Observation is carried out using the interview method and direct observation in the field to identify problems faced by the community related to the planning and construction of neighborhood roads in the area. Based on the results of observations in the area targeted by the program, one of the work programs was determined, namely “Assistance in Geometric Highway Planning and Flexural Pavement Thickness in Sersan Bajuri, Lembang, Cihideung Village, Parongpong Sub-district, West Bandung Regency (KBB).” This program aims to provide the community with an understanding of the importance of environmental road planning in supporting accessibility and safety, including the planning process, selection of appropriate materials, understanding of structural elements, and application of plan drawings in the construction process.
Perencanaan Tebal Perkerasan Lentur Menggunakan Metode Bina Marga (MDPJ 2017) Pada Ruas Jalan Cisomang – Rajamandala Busnial Busnial
Jurnal Teknik Mesin, Industri, Elektro dan Informatika Vol. 1 No. 4 (2022): Desember : JURNAL TEKNIK MESIN, INDUSTRI, ELEKTRO DAN INFORMATIKA
Publisher : Pusat Riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jtmei.v1i4.4850

Abstract

In general, making a plan must be based on data, where the data is obtained from survey results and test results. The Cisomang - Rajamandala road section is a section that is frequently traversed by overloaded vehicles so that it can damage the road pavement structure and the pavement structure used is flexible pavement. In a flexible pavement thickness planning, there are generally several methods used to calculate the thickness of a pavement. There is one method from Bina Marga, namely the 2017 Road Pavement Design Manual (MDPJ). Using this method will produce simple calculations with specific results such as in terms of surface layer thickness to the foundation layer in a road construction plan. This study aims to make planning for thick flexible pavement using the Bina Marga method (MDPJ 2017) on the Cisomang - Rajamandala road section with research points along 1 KM and the total length of the section is 43.43 KM. This research is a quantitative research using survey data and testing data. This study aims to make flexible pavement thickness planning using the Bina Marga method (MDPJ 2017) on the Cisomang - Rajamandala road section with research points along 1 KM and the overall length of the section is 43.43 km. This research is a quantitative research with survey data (LHRT) and test data. The results of calculations based on data and analysis carried out in this study indicate that planning the thickness of flexible pavement for the Cisomang - Rajamandala road section using the Bina Marga method (MDPJ 2017) along 1 KM, namely using a pavement structure of type FFF6 with the following details: Surface Layer (AC WC ): 4 CM, Layer (AC BC) : 6 CM, Layer (AC Base): 16 CM, Layer Foundation: 300 CM.