EVALUASI KERUSAKAN JALAN DAN KINERJA JALAN MENGGUNAKAN PROGRAM KENPAVE DENGAN PERMODELAN ELASTIK DAN VISKOELASTIK PADA RUAS JALAN KLANGON TEMPEL YOGYAKARTA
DOI:
https://doi.org/10.32497/wahanats.v29i2.6154Keywords:
Road Damage, Mechanistic-Empirical, KENPAVE Program, Elastic, Viscoelastic, Bina Marga 2017Abstract
Klangon - Tempel Road is one of the provincial roads in Sleman Regency,
Yogyakarta. The majority of vehicles that pass through this road are heavy vehicles
from Semarang to Yogyakarta, including the Jogja - Bawen toll road construction
project vehicles. The high traffic load is not matched by good road quality, causing
damage to the pavement structure. This study aims to determine the condition of the
pavement and provide alternative pavement designs that can withstand traffic loads
well. Evaluation of flexible pavement was carried out using data from the DIY
Public Works Office of Housing and Energy Mineral Resources (PUPSDM DIY).
The method used in this research is mechanistic-empirical method of KENPAVE
program with elastic and viscoelastic modeling. For alternative pavement design
using Bina Marga 2017 method. The results showed that the existing pavement was
not able to withstand the traffic load during the 10-year plan life, so an alternative
design was needed. Two alternative pavement thickness designs based on the Bina
Marga 2017 method are asphalt pavement with graded foundation layer and CTB.
On the existing pavement, elastic modeling has a longer service life than
viscoelastic modeling. The first damage that occurs is permanent deformation,
followed by rutting and fatigue cracking. Meanwhile, the alternative pavement
proved to be able to withstand the traffic load during the plan life well. Analysis on
alternative pavement shows that elastic modeling has better pavement performance
than viscoelastic modeling, with longer service life in resisting damage.
References
Aji, Z.A., dan Susilo, B.H., 2023, Evaluasi Perkerasan Jalan
Menggunakan Program Software KENPAVE Pada Ruas Jalan Dekso-Tempel. Jurnal Rekayasa Lingkungan Terbangun
Berkelanjutan, Vol. 01, No.01, Januari-Juni 2023: 96-105, ISSN:2964-352X.
Azmi, H.R.N, dan Hadi, M.A., 2017, Evaluasi Kondisi Perkerasan
Menggunakan Pavement Condition Index (PCI) Dan Prediksi Umur Pelayanan Jalan Dengan Pemodelan Viskoelastik (Studi Kasus: Jalan Koroulon”“Joholanang Sta 0+00-1+00). Yogyakarta: Dspace UII.
Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga,
, Manual Desain Perkerasan Jalan Nomor 04/SE/Db/2017. Jakarta.
Dinata, I.D., Rahmawati, A., dan Setiawan, D.M., 2017, Evaluasi Tebal Perkerasan Lentur Dengan Metode Analisa Komponen Dari Bina Marga 1987 Dan Metode Aashto 1993 Menggunakan Program Kenpave (Studi Kasus: Jalan Karangmojo-Semin Sta 0+000 sampai Sta 4+050), Jurnal Ilmiah Semesta Teknika, Vol. 20, No.1, 8-19.
Google Earth, 2024, Lokasi Penelitian Ruas Jalan Klangon ”“ Tempel
Yogyakarta STA 2+000 ”“ STA 3+800.
Hadi, M.A., 2023, Identifikasi Kerentanan Kinerja Perkerasan Jalan Terhadap Aktivitas Overload Kendaraan Menggunakan Program KENPAVE. Siklus: Jurnal Teknik Sipil, 9(2), pp. 95-104.
Hadi, M.A., & Fauziah, M., 2020, Sensitivitas Kinerja Struktur Campuran Superpave Terhadap Pengaruh Variasi Tipe Bahan Ikat
dan Kecepatan Kendaraan. In Civil Engineering, Environmental, Disaster and Risk Management Symposium.
Hadi, M.A., dan Fauziah, M., 2022,
Studi Komparasi Prediksi Umur
Pelayanan Antara Campuran
Superpave dan AC-WC
Menggunakan Pemodelan
Viskoelastik dan Elastik.
Teknisia, 27(2), 71”“82.
Harsvardan, V.R., dan Tajudin, A.N,
, Desain Ulang Dan Analisis
Respon Struktural Perkerasan
Lentur Pada Jalan Tol Jakarta-
Cikampek. JMTS: Jurnal Mitra
Teknik Sipil Vol. 4, No. 1, 109-
Huang, Y.H, 2004, Pavement Analysis
and Design, 2 nd ed. Pearson
Education. United States of
America.
Lia, N. dan Mahardi, P., 2022, Evaluasi
Kinerja Struktur Perkerasan
Jalan Lentur Menggunakan
Aplikasi KENPAVE. Jurnal
Rekayasa Sipil. Vol. 04 No.2
Tahun 2022.
Pambudi, R.A. dan Fauziah, M., 2021.,
Evaluasi Perancangan Struktur
Perkerasan Dengan Metode Bina
Marga 2017 Dan Program
Kenpave Menggunakan
Pendekatan Elastik Dan
Viskoelastik. Prosiding Seminar
Nasional Hasil Penelitian dan
Pengabdian Masyarakat.
Yogyakarta. ISBN 978-623-
- 45-0.
Rahmawati, A., Setiawan, D.,
Pangestu, M.A., & Aulia, R.A.,
, Evaluasi Tebal Dan
Analisis Kerusakan Perkerasan
Lentur Menggunakan Metode
Analisa Komponen, Austroads,
Asphalt Institute Dan Program
Kenpave. E-Jurnal UMM Media
Teknik Sipil Volume 16, 79-85.
Satria, M.S,. dan Kushari, B., 2022,
Analisis Perbandingan Desain
Mekanistik-Empiris Struktur
Perkerasan Lentur Dengan
Pemodelan Elastik dan
Viskoelastik Pada Ruas Jalan
Milir-Sentolo, Proceeding Civil
Engineering Research Forum,
Vol. 2, No. 1, Juli 2022, ISSN
-2697.
Sodiq, R.A., & Fauziah, M., 2021,
Tugas Akhir Evaluasi Kondisi
Perkerasan Dengan Metode
Pavement Condition Index (PCI) Dan Nilai Sisa Dengan Metode
Mekanistik-Empirik Pada Jalan
Gito-Gati. Yogyakarta: Dspce
UII.
Sukirman, S., 2010, Perencanaan Tebal
Struktur Perkerasan Lentur.
Nova. Bandung.
Suwanda, A., dan Kushari, B., 2019,
Analisis Perbandingan Desain
Struktur Perkerasan Lentur
Menggunakan Metode
Mekanistik Empiris Dengan
Pendekatan Viskoelastik Dan
Elastik Linier Pada Ruas Jalan
Tempel ”“ Pakem. Jurnal
Universitas Islam Indonesia.
Yogyakarta.
Tolab, L.Z., Hadi, M.A., dan Fauziah,
M., 2022, Analisis Perbandingan
Perkerasan AC-WC Berbahan
Ikat Starbit E-55 Dengan Pen
/70 Menggunakan Metode
Elastik Linear. Proceeding Civil
Engineering Research Forum.
Universitas Islam Indonesia. Vol.
, No. 1, Juli 2022, ISSN: 2962-
Utami, R.A., & Fauziah, M., 2022,
Evaluasi Kondisi Perkerasan Dan
Prediksi Sisa Umur Dengan
Metode PCI Dan Metode
Mekanistik-Empirik Dengan
Program Kenpave pada Ruas
Jalan Bts. Kab. Kampar - Bts.
Kota Bangkinang (Sta 12 + 00 -
Sta 14 + 00). Yogyakarta: Dspace
UII.
Widodod, A.D., 2018, Evaluasi
Kondisi Perkerasan dan Prediksi
Sisa Umur Perkerasan Lentur
dengan Metode Pavement
Condition Index, Bina Marga dan
Metode Mekanistik-Empirik
dengan Program Kenpave, Tesis,
Universitas Islam Indonesia,
Yogyakarta.
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