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Muhammad Sadillah
Andy Kristafi Arifianto
Deojinda A. M. Amaral

Abstract

Subgrade with poor strength and stability would cause the pavement to deform and crack easily. Different locations have different subgrade conditions. Different soil characteristics in different locations call for different treatment or stabilization measures. Poor subgrade strength is observed in Pronoyudo Street in Junrejo Sub-District, Batu City. This is evidenced by the cracked and chipped asphalt surface. The method used to determine the type and level of road damage in the study was Road Condition Index (RCI), while subgrade strength or CBR (California Bearing Ratio) was determined using DCP. In addition, sieve analysis was also performed for foundation material as well as testing water content and subgrade plasticity. Observations were made along 1,000 m (1 km) which was divided into 200 sq m. The analysis results showed a mean Road Condition Index (RCI) of 6.96% and the mean CBR value using the DCP tool was 2.48% (< 5%) with a DDT value of 3.39. A routine or periodic maintenance program is deemed to be the right management method for Pronoyudo Street in Junrejo Sub-District in Batu City. Therefore, overall, the program that has been carried out for road maintenance is in accordance with the results of research analysis and Public Works Ministerial Decree No. 13/PRT/M/2011.

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How to Cite
Sadillah, M., Arifianto, A. K., & Amaral, D. A. M. (2022). Pengaruh Kondisi Tanah Terhadap Kerusakan Dengan Menggunakan Metode Road Condition Index (RCI) Pada Ruas Jalan Pronoyudo Kecamatan Junrejo-Kota Batu. Cantilever: Jurnal Penelitian Dan Kajian Bidang Teknik Sipil, 10(2), 127-134. https://doi.org/10.35139/cantilever.v10i2.116
References
Amran, Y. (2016). Analisis Daya Dukung Tanah (DDT) Pada Sub Grade/ Tanah Dasar (Studi Kasus pada Sub Grade Lahan Parkir Kampus 3 Universitas Muhammadiya Metro). TAPAK, 5(2), 154–161.
Anisarida, A. an. (2017). Evaluasi Kondisi Permukaan Jalan Dengan Metode Road Condition Index (RCI). Geoplanart, 2(1), 13–21.
Barnas, E., & Karopeboka, B. (2015). Penelitian Kekuatan Tanah Metode CBR (California Bearing Ratio) di SPBG Bogor 1 Bubulak JL KH R Abdullah bin Nuh. E-Journal Universitas Borobudur, 91–112.
Das, B. M. (1995). Mekanika Tanah (Prinsip-prinsip Rekayasa Geoteknis). Penerbit Erlangga.
Daud, D. D. A. A. (2016). Studi Pengaruh Kualitas Lingkungan Geofisik Tanah Terhadap Kerusakan Ruas Jalan Polisi Militer - Jalan Kejora. Inersia, 12(1), 52–69. https://doi.org/10.21831/inersia.v12i1.10353
Departemen Pekerjaan Umum. (2007). PM PU No 42/PRT/M/2007.
Departemen Pekerjaan Umum. (2012). SNI 1732-1989-F.
DPU. (1987). Petunjuk perencanaan tebal perkerasan lentur jalan raya dengan metode analisa komponen (Vol. 73, Issue 02).
Hardiyatmo, H. C. (2002). Mekanika Tanah 1. Gadjah Mada University Press.
Juansyah, Y., Oktarina, D., Feriyansyah, & Fadilsari, D. (2019). Analisa Pengaruh Kerusakaan Jalan Ditinjau Dari Nilai Daya Dukung Dan Karakteristik Tanah Dengan Metode California Bearing Ratio (CBR) (Studi Kasus : Ruas Jalan Campang Raya). 3(2), 67–71.
Karels, D. W., John H Frans, & Bire, N. P. (2018). Indeks Permukaan Perkerasan Jalan di Kompleks Kampus Undana Dengan Pemeriksaan Visual Menggunakan Metode PCI Dan RCI. Jurnal Teknik Sipil, 7(1), 81–92.
Kusuma, R. I., Mina, E., & Ikhsan, I. (2016). Tinjauan Sifat Fisis Dan Mekanis Tanah (Studi Kasus Jalan Carenang Kabupaten Serang). Jurnal Fondasi, 5(2), 30–39.
Mandala, R., & Farida, I. (2016). Evaluasi Kondisi Struktural Pada Jalan Berdasarkan Hubungan Antara Ketidakrataan Permukaan Jalan ( IRI ) Dan Indeks Kondisi Jalan (RCI). Jurnal Konstruksi, 14(1), 57–66.
Muntohar, A. S. (2014). Prinsip - Prinsip Perbaikan Tanah. LP3M UMY.
Nugraheni, N. A., 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. Matriks Teknik Sipil, 6(1), 105–119. https://doi.org/10.20961/mateksi.v6i1.36603
PERMEN PU Nomor 13/PRT/M/. (2011). Tentang Tata Cara Pemeliharaan Dan Penilikan Jalan.
Putri, V. A., Diana, I. wayan, & Putra, S. (2016). Identifikasi Jenis Kerusakan Pada Perkerasan Lentur (Studi Kasus Jalan Soekarno-Hatta Bandar Lampung). Journal Rekasaya Sipil Dan Desain, 4(2), 197–204. https://doi.org/10.1002/ijc.2910320108
Sukirman, S. (2010). Perencanaan Tebal Struktur Perkerasan Lentur. Penerbit NOVA.