Jurnal Arsip Rekayasa Sipil dan Perencanaan 6(1), 32-41 (2023) https://doi.org/10.24815/jarsp.v6i1.27069 32 HUBUNGAN TINGKAT KERUSAKAN DENGAN BIAYA PERBAIKAN JALAN Nafsul Hanif a , Muhammad Isya b,* , Renni Anggraini b a Magister Teknik Sipil, Fakultas Teknik,Universitas Syiah Kuala, Banda Aceh. b Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala, Banda Aceh. *Corresponding author, email address: m_isya@unsyiah.ac.id A R T I C L E I N F O A B S T R A C T Article History: Aside caused by an increase in the community's need for vehicle transportation facilities, road damage can also be caused by the condition of the soil base, unstable pavement and weathering of the soil surface. Immediate handling this situation is needed to prevent complexity due to road damage. The aimed of this study was to identify the relationship between the level of road damage and the cost of damage repair. This research was conducted on the 3.5 km at Keuniree-Simpang Sanggeu road which is divided into 7 segments. Primary data were selected by actual field surveys which are geometric data and the level of road damage. While the estimated repair costs were obtained from the area of road damage multiplied by the unit price of the work. A linear and non- linear regression analysis was used to analyze the relationship between independent (road demage) and dependen (cost of estimate demage repair) variables. The results showed that from the five models of linear and non-linear regression analysis (logarithmic, quadratic, cubic, and exponential), it was known that the level of road damage was significantly correlated to coat of damage repair (p=0.001). Based on the results of SEE and RMS can be known that the cubic regression model is the best mathematical equation in estimating repair costs (R=0,997) with the equation  = 2975,565 − 149,752 + 2,545  − 0,014  . This shows that the higher the road damage, the lower the repair costs and the lower the road damage, the higher cost is needed. Received 21 July 2022 Accepted 16 March 2023 Online 30 March 2023 Keywords: Pavement Condition Index (PCI) Cost of damage repairs Regression analysis ©2023 Magister Teknik Sipil Unsyiah. All rights reserved 1. PENDAHULUAN Perkerasan jalan raya dibangun untuk menyediakan perjalanan yang aman, cepat, dan nyaman. Kurangnya fitur ini mengacu pada insufisiensi fungsional di perkerasan. Evaluasi yang akurat dan andal dari kondisi jaringan permukaan perkerasan diperlukan untuk sistem manajemen perkerasan yang efektif (ASTM, 2017). Namun, evaluasi kinerja lengkap perkerasan lebih luas dari sekedar evaluasi tekanan permukaan. Selain itu, kapasitas struktural, gesekan, dan kualitas pengendaraan, juga merupakan komponen penting untuk manajemen sistem jalan yang bermanfaat. Infrastruktur jalan merupakan salah satu aspek penting dalam mempercepat pertumbuhan ekonomi. Untuk itu pemerintah saat ini mengupayakan untuk mempercepat pembangunan infrastruktur jalan serta memelihara sistem jaringan jalan yang ada guna meningkatakan performa dan umur layan jalan tersebut (Akmal dkk, 2021). Berbagai indeks yang digunakan untuk evaluasi kinerja perkerasan jalan, salah satunya adalah dengan Pavement Condition Index (PCI) (Shah dkk, 2013). Berdasarkan Surat Keputusan Bupati Pidie Nomor 620/433/Kep.17/2016 tentang penetapan status ruas-ruas jalan sebagai jalan kabupaten, terdapat 1.015 Km panjang ruas jalan di Kabupaten Pidie. Selain itu, menurut Data Dasar Prasarana Jalan (DD1) Kabupaten Pidie 2018, sebesar 56,2% jalan dalam keadaan Jurnal Arsip Rekayasa Sipil dan Perencanaan (JARSP) Journal of Archive in Civil Engineering and Planning E-ISSN: 2615-1340; P-ISSN: 2620-7567 Journal homepage: http://www.jurnal.unsyiah.ac.id/JARSP/index