Analisa Tebal Lapis Perkerasan Lentur Menggunakan Metode Manual Desain Perkerasan 2017 Pada Ruas Jalan Vila Indah-Passo Kecamatan Baguala Kota Ambon

Authors

  • J Amahoru Universitas Kristen Indonesia Maluku
  • R Waas Universitas Kristen Indonesia Maluku

DOI:

https://doi.org/10.51135/manumatav7i1p1-6

Keywords:

Thickness, Layers, Pavement, Flexibility, MDP 2017

Abstract

Pavement Thickness Planning is one of the stages in road works with the main objective of providing optimal service to road users. One of them is on Jalan Vila Indah-Passo, Baguala District, Ambon City. The condition on the road is that there is no pavement and there is a road that already has a sub-base layer with a length of approximately 2 km and an average width of 3 m. The Vila Indah-Passo road section is also included in the category of Village road status, and has a function namely environmental roads. ; The purpose of this study was to analyze the thickness of flexible pavement layers on the Vila Indah-Passo road section, Baguala District, Ambon City. In this study, the 2017 Pavement Design Manual Method was used to plan the thickness of the flexible pavement layer on the Vila Indah-Passo road. After analyzing the thickness of the pavement layer obtained, the surface thirst layer of HRS WC with a thickness of 50 mm and the top layer of class A with a thickness of 150 mm.

References

Kementerian Pekerjaan Umum dan Perumahan Rakyat Direktorat Jenderal Bina Marga. (2017). Manual Perkerasan Jalan (Revisi Juni 2017). Jurnal Infrastruktur PUPR, 1(01), 261–266.

https://ocw.upj.ac.id/files/Slide-CIV-314-modul-praktikum-jalan.pdf

Pattipeilohy, J., Sapulette, W., & Lewaherilla, N. M. Y. (2019).

Perencanaan Tebal Perkerasan Lentur Pada Ruas Jalan Desa Waisarisa – Kaibobu. Manumata Vol 5, No 2 (2019), 5(2), 56–64.

Pradani, N., Sadli, M., & Fithriayuni, D. (2016). Analisis Perancangan Tebal Perkerasan Lentur Menggunakan Metode Pd T-01-2002-B, Metode Manual Desain Perkerasan (Mdp) Dan Metode Nottingham Pada Ruas Jalan I Gusti Ngurah Rai Palu. Forum Profesional Teknik Sipil.

UU No. 38 Tahun 2004. (2004). UU No. 38 tahun 2004

Downloads

Published

2021-06-08

Issue

Vol. 7 No. 1 (2021)

Section

Articles

License

Authors who publish with this journal agree to the following terms:

    1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
    2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
    3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).