Integrasi Metode Indeks Kondisi Perkerasan (IKP) dan Sistem Informasi Geografis (SIG) dalam Pemetaan Kerusakan Jalan
DOI:
https://doi.org/10.29103/tj.v16i1.1322Keywords:
GIS Mapping, Road Paving, Damage ManagementAbstract
Abstrak
Kerusakan perkerasan di ruas Jalan Cisingan-Ciawi diantaranya disebabkan oleh adanya repitisi beban kendaraan, kapasitas beban kendaraan yang melebihi batas, dan kualitas perkerasan jalan yang kurang baik. Kondisi tersebut mengakibatkan kenyamanan dan keamanan pengguna jalan menurun. Penelitian ini bertujuan untuk mengidentifikasi kerusakan jalan serta menentukan penanganan kerusakan berdasarkan penilaian. Hasil penilaian kerusakan jalan diintegrasikan dengan Sistem Informasi Geografis (SIG). Metode penilaian kerusakan jalan menggunakan metode IKP yang berpedoman pada Pd-01-2016-B oleh Kementrian PUPR mengacu pada ASTM D6433-11. Hasil penilaian kerusakan jalan Cisinga diperoleh 18 jenis kerusakan pada perkerasan lentur dan 8 jenis kerusakan pada perkerasan kaku. Berdasarkan hasil analisis nilai IKP Jalan Cisinga pada perkerasan jalan lentur berada pada nilai 4,5 sampai dengan 100, sedangkan pada perkerasan jalan kaku berada pada rentang nnilai 58 sampai dengan 74. Nilai IKP secara keseluruhan sebesar 80,461, nilai tersebut diklasifikan pada kondisi baik (satisfactory). Oleh karena itu jenis penangganan yang dapat digunakan adalah berupa pemeliharaan berkala.
Kata kunci: IKP, SIG Pemetaam , Perkerasan jalan, Penanganan Kerusakan
Abstract
Pavement damage on the Cisingan-Ciawi Road section is caused by repeated vehicle loads, exceeding the capacity limit and poor pavement quality. These conditions result in decreased comfort and safety for road users. This study aims to identify road damage and determine damage management based on the assessment. The results of the road damage assessment are integrated with a geographic information system (GIS). The road damage assessment method uses the IKP method, which is guided by Pd-01-2016-B by the Ministry of PUPR, referring to ASTM D6433-11. The results of the road damage assessment are 18 types of damage to flexible pavements and 8 types of damage to rigid pavements. Based on the results of the analysis, the IKP value for flexible road pavements is in the range of 4.5 to 100, while for rigid road pavements, it is in the range of 58 to 74. The overall IKP value is 80.461, meaning the road is in good condition. Therefore, the type of treatment that can be used is periodic maintenance.
Keywords: GIS Mapping, Road Paving, Damage Management
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