RIGID PAVEMENT DESIGN FOR THE JAWAR ROAD SURABAYA CITY WITH MANUAL DESIGN OF ROAD PAVEMENT 2017

Authors

  • Kurnia Hadi Putra Institut Teknologi Adhi Tama Surabaya, Indonesia
  • Ita Suhermin Ingsih Universitas Islam Malang
  • Rizky Firmansyah Institut Teknologi Adhi Tama Surabaya, Indonesia

DOI:

https://doi.org/10.33474/jice.v3i1.16234

Keywords:

Rigid Pavement, Jawar Road, Manual Design of Road Pavement 2017

Abstract

One type of highway pavement is currently being widely used in rigid pavement. Rigid pavement applied to the Jawar road Surabaya section, which connects the city of Surabaya and the city of Gresik, intended to improve the quality of roads in the West Surabaya industrial area, which is integrated with the North Gresik area and increases the economy's pace around the location. This planning uses the 2017 Road Pavement Design Manual Method with a focus on the thickness of the pavement. With a design life of 40 years and using a continuous pavement system with reinforcement, the capacity of this road is calculated based on the LHR survey carried out on this road segment, resulting in a vehicle load of 3.4 x 107ESA5. Based on the results of the analysis, the pavement thickness was 29.5 cm with the addition of 10cm thin concrete and 15cm drainage layer, longitudinal reinforcement Ø12 – 200, transverse reinforcement Ø8 – 150, dowels Ø28 – 300, and tie bars Ø16 – 300.

Author Biographies

Kurnia Hadi Putra, Institut Teknologi Adhi Tama Surabaya, Indonesia

Civil Engineering Department

Ita Suhermin Ingsih, Universitas Islam Malang

Civil Engineering Department

Rizky Firmansyah, Institut Teknologi Adhi Tama Surabaya, Indonesia

Civil Engineering Department

References

S. B. Arianto and D. Heriwibowo, “Evaluasi Kebutuhan Rambu Lalu Lintas Pada Ruas Jalan Perbatasan Antara Kabupaten Bantul-Gading Di Gunungkidul, Yogyakarta,†J. Penelit. Transp. Darat, vol. 18, no. 1, p. 1, 2017, doi: 10.25104/jptd.v18i1.107.

L. O. Nanang, M. T. Azikin, S. N. Ahmad, and F. R. Rustan, “ANALISIS TINJAUAN PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN METODE MANUAL DESAIN PERKERASAN 2017 (MDP 2017) (Studi Kasus : Jalan Wisata Kendari - Toronipa),†STABILITA || J. Ilm. Tek. Sipil, vol. 8, no. 2, p. 71, 2020, doi: 10.55679/jts.v8i2.13681.

M. A. Nasution, N. Fajarriani, and M. Idham, “Perbandingan Tebal Perkerasan Terhadap Kelas Jalan,†J. Tek. Sipil Univ. Syiah Kuala, vol. 8, no. 2, pp. 43–49, 2019.

Q. Sholihah, “Implementasi Sistem Manajemen K3 Pada Konstruksi Jalan Sebagai Upaya Pencegahan Kecelakaan Kerja,†Bul. Profesi Ins., vol. 1, no. 1, pp. 25–31, 2018, doi: 10.20527/bpi.v1i1.6.

N. A. Affandi and R. Hepiyanto, “e ISSN 2581-0855 STUDI EVALUASI TEBAL PERKERASAN KAKU PADA RUAS JALAN DRADAH – KEDUNGPRING MENGUNAKAN METODE BINA MARGA 2002 Fakultas Teknik Universitas Islam Lamongan,†vol. 2, no. 2, pp. 98–106, 2018.

P. Kaku and R. Maros, “PERENCANAAN ULANG DENGAN MENGGUNAKAN REDESIGN USING RIGID PAVEMENT SEGMENT ROAD MAROS – BONE STA . 115 + 600 – STA .,†2016.

A. Anggie and K. Bandung, “Kajian Tebal Lapis Perkerasan Kaku Pada Pelebaran Jalan Tol Jakarta – Cikampek Berdasarkan Metode Aashto 1993 Dan Mdpj,†pp. 152–159, 2017.

M. D. P. Ruas, J. Batas, P. T. Sipil, F. Teknik, and U. Jayabaya, “Metode Pca , Bina Marga 2002 , Aashto 1993 , Dan Haru,†vol. 19, no. 2, 2017.

J. T. Sipil, “Ekonominya Pada Proyek Frontage Road Sisi Barat Surabaya Rigid Pavement Construction With Economic Analysis on the Project of,†2016.

D. Wahyudi, P. Pratomo, and H. Ali, “Analisis Perencanaan Tebal Lapis Tambah ( overlay ) Cara Lenduntan Balik Dengan Metode Pd T-05-2005-B dan Pedoman Interim No . 002 / P / BM / 2011 B,†Jrsdd, vol. 4, no. 1, pp. 137–152, 2016.

Downloads

Published

2022-03-25

How to Cite

Putra, K. H., Ingsih, I. S., & Firmansyah, R. (2022). RIGID PAVEMENT DESIGN FOR THE JAWAR ROAD SURABAYA CITY WITH MANUAL DESIGN OF ROAD PAVEMENT 2017. Journal Innovation of Civil Engineering (JICE), 3(1), 44–51. https://doi.org/10.33474/jice.v3i1.16234

Issue

Section

Articles