Pengaruh Kecepatan Kendaraan Terhadap Tingkat Kerusakan Jalan Menggunakan Metode PCI (Pavement Condition Index)
Abstract
The pavement and pavement structure are structure consisting of one or several layers of processed materials, whose the function is to support the weight of the traffic load without causing significant damage to the construction. Pavement Condition Index (Pavement Condition Index) is the level of pavement surface condition and its size in terms of the power function that refer to the conditions and damage on the pavement surface that occurs. The Pavement Conditions Index or PCI is a numerical index that has values ranging from 0 to 100 with criteria excellent, very good, good, fair, poor, very poor, and failed. The field study of this research is the road section starting from STA 310 + 000 up to 320 + 000. The assessment of road conditions according to the Pavement Condition Index (PCI), where the data was collected through field surveys. The types of damage on the ivory tip of the STA 310 + 000 - 320 + 000 are patches, crocodile cracks, holes, edge cracks, loose grains, waves and elongated cracks. Obtained pavement condition index (PCI) average is 34.6 with an assessment of the condition of road damage is bad (poor). Based on the PCI value the road is included in the periodic maintenance program.
References
Anonim., (1987). Petunjuk Perencanaan Tebal Perkerasan Lentur Jalan Raya dengan Metode Analisa Komponen, Lampiran Nomor 12 Keputusan Menteri Pekerjaan Umum Nomor 378/KPTS/1987 31 Agustus 1987. Jakarta
Anonim., (2004). Peraturan Pemerintah Nomor 38 Tahun 2004 Tentang Jalan, Lembaga Negara Republik Indonesia Tahun 2004 Nomor 132, Jakarta
Bina Marga., (1983). Manual Pemeliharaan Jalan dan Jenis Kerusakan Jalan No. 03/MN/B/1983. Jakarta. Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga
Bina Marga., (2017). Manual Desain Perkerasan Jalan no. 04/SE/Db/2017. Jakarta. Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga
Bina Marga., (2002). Pedoman Perencanaan Perkerasan Lentur No. Pt-01-2002-B Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga
Hadiyatmo., H.C. (2007). Pemeliharaan Jalan Raya. Penerbit Gadjah Mada University Press. Yogyakarta
Hendarsin., Shirley L. (2002). Perencanaan Teknik Jalan Raya. Bandung
Luzan., Irwan Faisal. (2016). Analisa Kondisi Kerusakan Pada Lapisan Permukaan Menggunakan Metode Pavement Condition Index (PCI), Program Studi Teknik Sipil, Fakultas Teknik Universitas Muhammadiyah Yogyakarta
Tranggono., Moch. (2006). Teknik Evaluasi Kinerja Perkerasan Lentur. Balai Bahan dan Perkerasan Jalan, Puslitbang Jalan dan Jembatan. Bandung
Tranggono., Moch. Siegfried Syafier., Yamin Anwar. (2009). Sistem Pemeliharaan Jalan. Rekaysa Sains Bandung
Yamin Anwar., Siegfried Syafier. (2009). Perencanaan Perkerasan Jalan. Rekayasa Sains Bandung
Copyright (c) 2020 Jurnal Ilmiah Rekayasa Sipil
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.