ANALISA KERUSAKAN RUAS JALAN RAYA SEMARANG BOJA (Studi Kasus Pasar Jrakah – SPBU BSB)

Fajar Ikhsanul Fikri, Mohammad Debby Rizani, Farida Yudaningrum

Abstract


The dense of traffic volume resulted in road damage on the Semarang Boja highway section to be precise at KM 8 – KM 14 Semarang Boja. Overcrowding and excessive tonnage are also factors in road damage in the area. The purpose of this study was to determine the LHR on Semarang Boja highway, the effect of vehicle volume on the level of damage to Jalan Raya Semarang Boja.. This research method is quantitative. The quantitative method is a method of collecting some data with primary data, namely direct surveys in the field and secondary data needed in this study. Based on the results of the analysis, the average daily traffic (LHR) on the northbound road was 1949.57 pcu/hour and on the southbound road was 1872.83 pcu/hour classified as heavy traffic. The degree of saturation (DS) value based on traffic volume > 0.75 is 6.30 in morning conditions, 2.99 in afternoon conditions, 3.77 in afternoon conditions with a very saturated category

Keywords


road damage; degree of saturations; volume of traffic

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References


Direktorat Jenderal Bina Marga. (1979). Tata Cara Perencanaan Geometrik Jalan Antar Kota. Jakarta: Departemen Pekerjaan Umum.

Direktorat Jenderal Bina Marga. (1997). Manual Kapasitas Jalan Indonesia. jakarta.

Ibrohim, D., & Irwanto, D. (2019). Kajian Peningkatan Pelebaran Di Ruas Jalan Gajah Raya Kecamatan Gayamsari Kota Semarang. Semarang: Universitas PGRI Semarang.

Jehadus, S. (2019). Analisis Faktor Penyebab Kerusakan Jalan Raya Lintas Labuan Bajo - Lembor Flores Nusa Tenggara Timur. Surabaya: Universitas 17 Agustus 1945 Surabaya.

Kementrian Pekerjaan Umum dan Perumahan Rakyat-Direktorat Jenderal Bina Marga. (2017). Manual Desain Perkerasan Jalan. Jakarta Selatan.

Menteri Pekerjaan Umum Republik Indonesia. (2012). Peraturan Menteri Pekerjaan Umum Nomor: 03/PRT/M/2012. Jakarta.

Prasetyo, A. Y. (2017). Analisis Dampak Kerusakan Jalan Terhadap Pengguna Jalan Dan Lingkungan Di jalan Raya Gampeng, Kediri Jawa Timur. Yogyakarta: Universitas Atma Jaya Yogyakarta.

Republik Indonesia. (2004). Undang-Undang Republik Indonesia Nomor 38 Tahun 2004 Tentang Jalan. Indonesia: https://jdih.pu.go.id/internal/assets/assets/produk/UU/2014/10/UU38-2004.pdf.

Rizky, M., Murtiono, E. S., & Nurhidayati, A. (2021). Analisis Pengaruh Volume Kendaraan Terhadap Kapasitas Jalan Dan Tingkat Layanan Jalan Di Ruas Jalan Raya Kota Surakarta. IJCEE, Vol. 7 No. 1 Hal 40-47.

Samsudin, N. (2020). Analisis Kerusakan Jalan Akibat Volume Kendaraan (Studi Kasus: Jalan Raya Semarang Boja KM 38 - KM 42). Semarang: Universitas PGRI Semarang.

Sukirman, S. (1999). Dasar-Dasar Perencanaan Geometrik Jalan. Bandung: Nova.

Udiana, I. M., Saudale, A. R., & J. S. Pah, J. (2014). Analisa Faktor Penyebab Kerusakan Jalan (Studi Kasus Jalan W. J. Lalamentik Dan Ruas Jalan Gor Flobamora). Jurnal Teknik Sipil, Vol. III, No. 1.

Wibowo, A. T., & Solichin, M. N. (2021). Analisa Kinerja Traffic Light Taman Madukoro Pada Ruas Jalan Jendral Sudirman Kota Semarang. Semarang: Universitas PGRI Semarang.




DOI: https://doi.org/10.26877/giratory.v1i1.19455

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Jurnal Teknik Sipil Giratory UPGRIS

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Universitas PGRI Semarang