Yulianto, Eddy (2025) EVALUASI TEBAL PERKERASAN LENTUR PADA JALAN KARANG JAWA MUKA KOTA KANDANGAN. Diploma thesis, universitas islam kalimantan MAB.
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Abstract
Jalan Merupakan Prasarana Penting Dalam Transportasi Yang Dapat Berpengaruh Terhadap Bidang Ekonomi, Social, Budaya Maupun Politik Di Suatu Wilayah, Sehingga Desain Perkerasan Jalan Yang Baik Adalah Suatu Keharusan Untuk Menghubungkan Suatu Tempat Ke Tempat Lain. Penelitian Ini Bertujuan Untuk Mengetahui Tebal Perkerasan Lentur Dan Desain Perkerasan Lentur Berdasarkan Metode Manual Desain Perkerasan Jalan 2017. Lokasi Penelitian Dilaksanakan Di Jalan Karang Jawa Muka, Kota Kandangan Dengan Panjang Jalan 5,800 Km. Umur Rencana Yang Direncanakan Adalah 20 Tahun Dengan Faktor Laju Perumbuhan Lalu Lintas Sebesar 3,50 % Dan Diperoleh Nilai Cumulative Equivalent Single Axle (CESA^5) Sebesar 3.329.054. Berdasarkan Pengumpulan Data Sekunder Yang Dikumpulkan Maka Di Dapat Ketebalan: AC-WC = 4 CM, AC-BC = 6 CM, AC BASE = 15 CM, LPA KELAS A = 30 CM. Berdasarkan Perhitungan Metode Manual Desain Perkerasan Jalan 2017 Di Dapat Ketebalan: AC-WC = 4 CM, AC-BC = 6 CM, AC BASE = 7 CM, LPA KELAS A = 30 CM Dan SUB GRADE > 6,90 %. Kata Kunci : Tebal Perkerasan Lentur, Desain Perkerasan Lentur, Manual Desain Perkerasan Jalan 2017 ABSTRACK Roads are important infrastructure in transportation that can affect the economic, social, cultural and political fields in a region, so good pavement design is a must to connect one place to another. This research aims to determine the thickness of flexible pavement and flexible pavement design based on the 2017 Road Pavement Design Manual method. The research location was carried out on Karang Jawa Muka road, Kandangan City with a road length of 5.800 km. The planned life span is 20 years with a traffic growth rate factor of 3.50% and obtained a value of Cumulative Equivalent Single Axle (CESA^5) of 3,329,054. Based on the Secondary Data collection, the thickness is obtained: AC-WC = 4 CM, AC-BC = 6 CM, AC BASE = 15 CM, LPA CLASS A = 30 CM. Based on the calculation of the 2017 Road Pavement Design Manual Method, the thickness is obtained: AC-WC = 4 CM, AC-BC = 6 CM, AC BASE = 7 CM, LPA CLASS A = 30 CM and SUB GRADE > 6.90%. Keywords: Flexural Pavement Thickness, Flexural Pavement Design, Pavement Design Manual 2017
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Keywords: Flexural Pavement Thickness, Flexural Pavement Design, Pavement Design Manual 2017 |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering, Science and Mathematics > School of Civil Engineering and the Environment |
| Depositing User: | Hairun Nisa |
| Date Deposited: | 30 Oct 2025 01:47 |
| Last Modified: | 30 Oct 2025 01:47 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/31811 |
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