Evaluation of National Road Pavement Condition Visually with The Improvement Plan and Budget Estimates
DOI:
https://doi.org/10.26740/rekats.v13n01.p114-124Keywords:
Damage, PCI, Repair, Budget Plan, SDIAbstract
The Surabaya-Malang Highway is a national arterial road located in Sidoarjo Regency. This research aims to evaluate the pavement condition using the Pavement Condition Index (PCI) and Surface Distress Index (SDI) methods. The results which will later be used to determine the type of maintenance needed as well as to calculate the budget required for its implementation. The results of research and data analysis indicated that the types of damage observed on the Surabaya-Malang Highway STA 25+600 - 28+800 include alligator cracking, block cracking, edge cracking, longitudinal cracking, transverse cracking, slippage cracking, depressions, patches, potholes, rutting, utility cuts, weathering and raveling. The PCI value indicates that road surface is in very good condition (PCI score of 78 for the Surabaya-Malang direction and 72 for the Malang-Surabaya direction). The SDI value indicates that road surface is in good condition (SDI value of 13,4 for the Surabaya-Malang direction and 22,2 for the Malang-Surabaya direction). The type of maintenance obtained is routine and periodic maintenance with repair methods P2 (Asphalting), P4 (Crack filling), P5 (Hole Patching), and P6 (Leveling). The calculated cost estimate for repairing the damage on the Surabaya-Malang Highway STA 25 + 600 - 28 + 800 amounts to Rp. 829.901.687,38.
Downloads
References
Anugrah, D. A. (2021). “Analisa Penilaian Kondisi Jalan Raya dengan Metode Surface Distress Index (SDI) dan Present Servicebility Index (PSI) Studi Kasus: duri Kecamatan Mandau” Tugas Akhir. Universitas Islam Riau: Pekanbaru.
ASTM International (2007). “Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys, Designation: D 6433-07” West Conshohocken: ASTM International.
Balido, P. T. S., Mudjanarko, S. W., dan Safarizki, H. A. (2021). “Perencanaan Peningkatan Tebal Perkerasan Lentur Pada Ruas Jalan Petuk (STA 15+050 – STA 15+500) Kec, Penfui Kota Kupang Menggunakan Metode Bina Marga 2017” Jurnal Media Komunikasi Dunia Ilmu Sipil 3(1): 25-29.
Direktorat Jenderal Bina Marga. (2011). “Panduan Survei Kondisi Jalan No. SMD-03/RCS” Departemen Pekerjaan Umum. Jakarta.
Manuputty, T. L., Matitaputty, V. M., dan Paulus, N. (2022). “Analisis tebal Perkerasan Lentur dengan Metode Manual Desain Perkerasan Jalan (MDPJ 2017) Pada Ruas Jalan Desa Kowatu – Desa Ramberu, Kecamatan Inamosol, Kabupaten Seram Bagian Barat” Jurnal Monumata 8(1): 75-81.
Muhammad, H. N. (2022). “Perbandingan Nilai Kerusakan Berdasarkan Pengamatan Metode Pavement Condition Index (PCI) dan Metode International Roughness Index pada Jalan Raya Bukittinggi – Medan KM 7” Ensiklopedia Research and Community Service Review 1(2): 200-204.
Nafita, C. (2022). “Analisa Tingkat Kerusakan Jalan Terhadap Biaya Perbaikan Jalan (Studi Kasus: Jalan Lingkar By Pass Krian, Kab. Sidoarjo” Rekats: Jurnal Rekayasa Teknik Sipil 10(2).
Nashruddin, A. Z., dan Buana, C. (2021). “Analisis Penilaian Kerusakan Jalan dan Perbaikan Perkerasan pada Jalan Raya Roomo, Kecamatan Manyar, Kabupaten Gresik” Jurnal Teknik ITS 10(1): 27-34.
Sangle, P. R., Tonapa, S. R., dan Kamba, C. (2021). “Studi Tingkat Kerusakan Permukaan Jalan dengan Kombinasi Nilai Surface Distress Index dan International Roughness Index” Jurnal Matriks Teknik Sipil 9(1): 15-22.
Sasuwuk, G. K. G., Waani, J. E., dan Rumayar, L. E. (2019). “Analisa Kinerja Perkerasan jalan Ditinjau dari Besarnya Volume Kumulatif Lalu Lintas dan faktor Lingkungan” Jurnal Sipil Statik 7(1): 93-102.
Simanjutak, H. V. (2018). “Anaisis Kerusakan Akibat Muatan Lebih Angkutan Barang terhadap Perkerasan Jalan dan Umur Jalan (Studi Kasus di Jembatan Timbang UPPKB Simpang Dua Pematang Siantar, Sumatera Utara)” Jurnal Universitas Atma Jaya Yogyakarta.
Wicaksono, M. F. B. (2018). “Analisis Nilai Kondisi Perkerasan Jalan Secara Visual dengan Metode Bina Marga dan Pavement Condition Index Studi Kasus: Jalan Mastrip (SBY 10+100 – 10+700)” Rekats: Jurnal Rekayasa Teknik Sipil 3(1).
Downloads
Published
Issue
Section
Abstract views: 43
,
PDF Downloads: 0
