Analisis Perencanaan Tebal Perkerasan Kaku Lajur Pengganti pada Proyek Pembangunan Jalan Tol Jakarta-Cikampek II Elevated

  • Rahmat Ardiansyah IPB University
  • Tri Sudibyo Teknik Sipil dan Lingkungan IPB
DOI: https://doi.org/10.29244/jsil.5.1.17-30
Keywords: AASHTO 1993, concrete plate thickness, MDPJ 2017, road widening

Abstract

Road widening is a construction phase of Jakarta-Cikampek II elevated Toll Road construction project. Improving the effectiveness and road service capability influence the traffic activity. This study aimed to analyze alternative rigid pavement design and thickness based on the Road Pavement Design Manual (MDPJ) 2017 and American Association of State High-way and Transportation Officials Guide for Design of Pavement Structures (AASTHO) 1993. This research was conducted on March – May 2019. Based on the obtained data, a rigid pavement design alternative using the MDPJ 2017 method showed concrete plate thickness of 305 mm and using the AASHTO 1993 concrete plate thickness was 320 mm. In actual condition the concrete plate thickness was 300 mm.

Downloads

Download data is not yet available.

Author Biography

Rahmat Ardiansyah, IPB University
Department of Civil and Environmental Engineering

References

[AASHTO] American Association of State Highway Officials. 1993. Guide for Design of Pavement Structures. Washington DC (US): AASHTO.

Apriyono A., 2009. Analisis penyebab tanah longsor di Kalitlaga Banjarnegara. Jurnal Dinamika 5(1), pp. 1-5.

Aris MNA, Simbolan G, Setiadji BH, Supriyono. 2015. Analisis Perbandingan Perencanaan Tebal Perkerasan Jalan Lentur Menggunakan Beberapa Metode Bina Marga. (Studi Kasus: Ruas Jalan Piringsurat – Batas Kedu Timur) . Jurnal Karya Teknik Sipil. 4(4): 380 – 393.

Asiyanto. 2010. Metode Konstruksi Proyek Jalan . Jakarta (ID) : UI-Press.

[ASTM] American Society for Testing and Materials. 2008. Test Methods for Dowel-Bearing Strength Assessment of Wood: Experimental and Numerical Investigations. Philadelphia (US): American Society for Testing and Materials D5764.

Bolla ME, Messah, Koreh MM. 2013. Analisis daerah rawan kecelakaan lalu lintas (Studi Kasus Ruas Jalan Timor Raya Kota Kupang). Jurnal Teknik Sipil. 2 (2) : 147-156.

[BSN] Badan Standardisasi Nasional. 2003. Pedoman Perencanaan Perkerasan Jalan Beton Semen. SNI Pd T-14-2003. Jakarta (ID) : BSN.

[DitjenBM] Direktorat Jenderal Bina Marga. 2006. Perencanaan Sistem Drainase Jalan. Jakarta (ID) : Kementerian Pekerjaan Umum Republik Indonesia.

[DitjenBM] Direktorat Jenderal Bina Marga. 2017. Manual Desain Perkerasan Jalan. Jakarta (ID) : Kementerian Pekerjaan Umum Republik Indonesia.

[DepKimPrasWil] Departemen Permu-kiman dan Prasarana Wilayah. 2003. Perencanaan dan Pelaksanaan Perkerasan Jalan Beton Semen. Jakarta (ID) : Departemen Permukiman dan Prasarana Wilayah.

[FHWA] Federal Highway Administration. 2006. Geotechnical Aspects of Pavements, Reference Manual/Participant Workbook, Publication No. FHWA NHI-050037. Washington DC (US): U.S. Depart. of Transportation Federal Highway Administration.

Gautama G. 2017. Efektivitas Penggunaan Rigid Pavement (Sta 140+ 000 S/D Sta 140+ 400) pada Ruas Jalan Tol Bakauheni–Terbanggi Besar Provinsi Lampung. TAPAK [Teknologi Aplikasi Konstruksi]. Jurnal Program Studi Teknik Sipil. 6(2) : 175 – 189.

Hadijah, Harizalsyah. 2017. Perencanaan Jalan dengan Perkerasan Kaku Menggunakan Metode Analisa Komponen Bina Marga (Studi Kasus : Kabupaten Lampung Tengah Provinsi Lampung. TAPAK [Teknologi Aplikasi Konstruksi]. Jurnal Program Studi Teknik Sipil. 6 (2) : 140-146.

Hamirhan S. 2005. Konstruksi Jalan Raya. Bandung (ID): Nova.

Hardiyatmo H.C. 2011. Perancangan Perkerasan Jalan dan Penyelidikan Tanah. Yogyakarta (ID): Gadjah Mada University Press.

Huang YH. 2004. Pavement Analysis and Design. Upper Saddle River (US): Pearson Education.

Irawan S, Subagio B, Hariyadi E, Gerardo F. 2017. Evaluasi Struktural Perkerasan Kaku Menggunakan Metoda AASHTO 1993 dan Metoda AUSTROADS 2011 Studi Kasus : Jalan Cakung-Cilincing. Jurnal Teknik Sipil. 24(2): 173-182.

[Jasamarga] PT Jasamarga Jalanlayang Cikampek. 2017. Adendum Andal dan RKL-RPL Pembangunan Jalan Tol Jakarta-Cikampek II Elevated. Jakarta (ID) : PT Jasamarga Jalanlayang Cikampek.

Juniardi YE, Basuki KH. 2010. Analisis arus lalu lintas di simpang tak bersinyal (studi kasus simpang Timoho dan simpang Tunjung kota Yogyakarta). Jurnal Media Komunikasi Teknik Sipil. 18(1): 1-12.

Kang M, Kim M, Lee J. H. 2010. Analysis of Rigid Pavement Distresses on Interstate Highway Using Decision Tree Algorithms. KSCE Journal of Civil Engineering. 14(2): 123-130.

Mudjanarko S.W. 2009. Analisa Perbandingan Beberapa Metode Perkerasan Beton untuk Jalan Akses Jembatan Suramadu. NEUTRON .9(1): 143 -225.

[NAVFAC] Naval Facilities Engineering Command. 1979. Civil Engineering Pavements, Design Manual 5.4. Alexandria (US): Depart. of The Navy Naval Facilities Engineering Command.

Prima G, Iskandar H, Joewono. 2014. Kajian Nilai Ekivalensi Mobil Penumpang Berdasarkan Data Waktu Antara pada Ruas Jalan Tol. Jurnal Jalan-Jembatan. 31 (2) : 74-82.

Rompas G, Pangouw JD, Pandaleke, Mangare JB. 2013. Pengaruh Pemanfaatan Abu Ampas Tebu Sebagai Subsitusi Parsial Semen Dalam Campuran Beton Ditinjau Tehadap Kuat Tarik Lentur dan Modulus Elastisitas. Jurnal Sipil Statik. 1 (2): 82-89.

Sianturi NM. 2012. Tinjauan Pengguanaan Balok Pracetak pada Pembangunan Gedung. Jurnal Rancang Sipil. 1 (1) : 10-20.

Sukirman S. 2003. Beton Aspal Campuran Panas. Jakarta (ID): Granit.

Published
2020-05-23
How to Cite
1.
Ardiansyah R, Sudibyo T. Analisis Perencanaan Tebal Perkerasan Kaku Lajur Pengganti pada Proyek Pembangunan Jalan Tol Jakarta-Cikampek II Elevated. J-Sil [Internet]. 2020May23 [cited 2024Dec.22];5(1):17-0. Available from: https://journal.ipb.ac.id/index.php/jsil/article/view/27365
Issue
Vol. 5 No. 1: April 2020
Section
Research Articles

Copyright (c) 2020 Jurnal Teknik Sipil dan Lingkungan

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Authors who publish with Jurnal Teknik Sipil dan Lingkungan, JSIL agree to the following terms:
a. 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 acknowledgment of the work's authorship and initial publication in this journal.

b. 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 acknowledgment of its initial publication in this journal.

c. 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).