ANALISIS KONDISI FUNGSIONAL RUAS JALAN JENU-MERAKURAK DENGAN MENGGUNAKAN METODE PSI DAN RCI SERTA PREDIKSI SISA UMUR PERKERASAN JALAN (REMAINING LIFE)
Abstract
This research was conducted with the aim of analyzing the functional condition of the Jenu-Merak Urak road. On roads with construction using flexible pavement (asphalt roads) and having a length of 5.3 kilometers or 3.29 miles, the analysis is based on the road grade or IRI (international roughness index) obtained on the observation of the road. The parameters used are indices related to the level of road safety/performance (riding quality) and the estimated remaining service life of the road. The results of this study obtained the results of a functional analysis of the road based on the road condition index of 7.75. It can be stated that the condition of the analyzed road surface is very good and generally evenness. Likewise, the results of road functional analysis based on road service conditions (present serviceability index) of 4.03 can be stated that the condition of the analyzed road service functions is classified as good. Based on data, the actual increase in traffic (3.05%/year) compared to the planned (2.7%/year) resulted in the prediction of the remaining pavement life (remaining life) of the analyzed road, the design life of the road ending 3 (three) years earlier than planned age. The analysis results obtained in this study can prove that there is a correlation and does not stand alone between the results of the analysis of road surface conditions that are classified as good and generally evennes will produce road service conditions that are classified as good as well.
References
Adwang & Jimmy. (2020). Analisa Uji Laik Fungsi Jalan (ULFJ) Pada Ruas Jalan Nasional Tumora (Bts. Kab. Parimo)–Tambrana Nomor Ruas 31 Km. 157+800 s.d. Km. 168+000 Provinsi Sulawesi Tengah. Jurnal Tekno, 17(74), 122–138.
Amalia & Rizky. (2018). Evaluasi Penilaian Kondisi Jalan Dengan Menggunakan Metode PSI dan RCI Serta Penanganan Pemeliharaan Pada Ruas Jalan Tol Semarang – Bawen. Tugas Akhir D4 Teknik Pengelolaan Dan Pemeliharaan Infrastruktur Sipil, Universitas Gajah Mada, Yogjakarta.
Anonim. (2004). Perencanaan Rigid Pavement Dengan Metode AASHTO 1993. Jakarta: Direktorat Jendral Bina Marga Kementrian PUPR.
Anonim. (2013). Manual Desain Perkerasan Jalan Nomor 02/M/BM/2013. Jakarta: Direktorat Jenderal Bina Marga Kementrian Pekerjaan Umum Republik Indonesia..
Anonim. (2017). Surat Edaran Tentang Penyampaian Manual Desai Perkerasan Jalan Revisi 2017 di Lingkungan Direktorat Jenderal Bina Marga. Jakarta: Direktorat Jenderal Bina Marga Kementrian Pekerjaan Umum dan Perumahan Rakyat Republik Indonesia.
Anonim. (2020). Data Teknis dan Observasi Kondisi Lalu Lintas Harian Rata-rata (LHRT) Ruas Jalan Jenu-Merak Urak. Tuban: Dinas Pekerjaan Umum dan Penataan Ruang Pemerintah Daerah Kabupaten Tuban Provinsi Jawa Timur.
Bachtiar, R., & Nurmeyliandari, R. (2017). Analisa Kondisi Fungsional Perkerasan Jalan Menggunakan Metode Pavement Condition Index (PCI) (Studi Kasus Jalan Harun Sohar Palembang). Jurnal Teknik Sipil, 7(1), 37–44.
Isnaini, A. Y., Suparma, L. B., & Utomo, S. H. T. (2019). Perancangan Perkerasan Jalan Lingkar Kota Kabupaten Wonogiri. Jurnal HPJI, 5(2), 119–128.
Kusanti, N. D., & Ahmad, H. (2018). Analisa Beban Kendaraan Terhadap Umur Sisa Perencanaan di Ruas Jalan Lintas Pantai Timur Sumatera (Sukadana-Menggala). Jurnal Aplikasi Teknik Sipil, 1(1), 1–11.
NCHRP. (2001). Rehabilitation Strategies for Highway Pavements. US America: National Cooperative Highway Research Program Transportation Research Board National Research Council.
Nugraheni, Novia, A., Suryoto, & Setyawan, A. (2018). Analisis Kondisi Fungsional Jalan Dengan Metode PSI Dan RCI Serta Prediksi Sisa Umur Perkerasan Jalan Studi Kasus : Jalan Batas Kota Wates–Milir. E-Jurnal Matriks Teknik Sipil, 105–119.
Padang, A. R., Agung, I. B., & Sutrisno, W. (2020). Evaluasi Kondisi Perkerasan Dan Prediksi Sisa Umur Perkerasan Lentur Dengan Metode Pavement Condition Index Dan Binamarga 2011. Rekayasa Dan Konstruksi Jalan, 31–42.https://jurnal.ustjogja.ac.id/index.php/renovasi/article/view/8220
Rahman, M. A., Arifin, H., & Sowolino, B. O. (2022). Perbandingan Metode International Roughness Index Dengan Pavement Condition Index Untuk Penentuan Kondisi Jalan Nasional di Kota Wamena (Studi Kasus : Ruas Jalan Wamena – Habema). Rang Teknik Journal, 5(1), 1–7.
Riadi & Muchlisin. (2014). Pengertian, Indikator dan Faktor yang Mempengaruhi Kinerja. In 22 Maret 2020, 20:15 (diakses 22 Maret 2020). http://www.kajianpustaka.com/2014/01/pengertian-indikatorfaktor-mempengaruhi-kinerja.html
Risdiyanto. (2014). Rekayasa dan manajemen Lalu Lintas: Teori dan Aplikasi. Yogjakarta: PT. Leutika Nouvalitera.
Sahri & Iqbal. (2018). Pengkategorian Penilaian Uji Laik Fungsi Jalan Ditinjau Dari Aspek Keselamatan. Jurnal Keselamatan Transportasi Jalan, 83–91.
Sari, D. K., Setyawan, A., & Suryoto, S. (2018). Analisis Kondisi Fungsional Jalan Dengan Metode PSI Dan RCI Serta Prediksi Sisa Umur Perkerasan Jalan (Studi Kasus : Jalan Milir - Sentolo). E-Jurnal Matriks Teknik Sipi, 6(1), 120–132. https://doi.org/10.20961/mateksi.v6i1.36603
Setiawan, A. (2020). Studi Analisis Proyek Jalan Sidoharjo Kecamatan Senori Tuban Dengan Metode Analisis Komponen SKBI-2.3.26.1987. Skripsi Tidak Terpublikasi Fakultas Teknik Universitas Sunan Bonang, Tuban.
Sukirman, S. (1999). Perkerasan Lentur Jalan Raya. Bandung: Nova.
Suriyatno, Purnawan, & Putri, E. E. (2015). Analisis Tebal Lapis Tambah dan Umur Sisa Perkerasan Akibat Beban Berlebih Kendaraan (Studi Kasus Ruas Jalan Nasional di Provinsi Sumatera Barat). Annual Civil Engineering Seminar 2015, Pekanbaru, 169–176.
Tanan, & Natalia. (2019). Pemanfaatan Kendaraan Jaringan Jalan Untuk Mengumpulkan Data Uji Laik Fungsi Jalan. Jurnal Jalan Jembatan, 36(2), 103–116.
Tuanaya, M. A., Siregar, H., & Sawito, K. (2021). Analisa Penanganan Kerusakan Jalan Menggunakan Metode PCI (Studi Kasus: Ruas Jalan Tepa - Letwurung Di Pulau Babar Kabupaten Mbd). Prosiding Seminar Nasional Ketekniksipilan, Infrastruktur Dan Industri Jasa Konstruksi (KIIJK), 1(1). http://prosiding.uika-bogor.ac.id/index.php/kiijk/article/view/373
Widodo, 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 (Studi kasus Ruas Jalan Magelang – Yogyakarta Sta 11±000 – Sta 12±000). Tesis Fakultas Teknik Sipil Dan Perencanaan Universitas Islam Indonesia, Yogjakarta. http://link.springer.com/10.1007/978-3-319-59379-1%0Ahttp://dx.doi.org/10.1016/B978-0-12-420070-8.000027%0Ahttp://dx.doi.org/10.1016/j.ab.2015.03.024%0Ahttps://doi.org/10.1080/07352689.2018.1441103%0Ahttp://www.chile.bmwmotorrad.cl/sync/showroom/lam/es/
Wirahadikusumah, R. D., Sapitri, Susanto, B., & Biemo W. Soemardi. (2017). Isu Strategis pada Pengadaan Pengusahaan Jalan Tol dalam Kerjasama Pemerintah dan Swasta. Jurnal Teknik Sipil, 20(3), 233–244.
Authors who publish with this journal agree to the following terms:
- 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.
- 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.
- 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).
Abstract viewed = 347 times
PDF downloaded = 431 times
