Planning of Rigid Pavement Thickness for the Jepara Bangsri Highway at Km 11 to Km 12 Using the 2017 Bina Marga Guidelines

  • Decky Rochmanto Teknik Sipil Fakultas Sains dan Teknologi UNISNU Jepara
  • Yayan Adi Saputro Teknik Sipil Fakultas Sains dan Teknologi UNISNU Jepara
  • Mayang Tiara Teknik Sipil Fakultas Sains dan Teknologi UNISNU Jepara
Keywords: Road Redesign, Road Pavement, Rigid Pavement.

Abstract

The damage that occurs due to increased intensity of vehicle loads that come and transport goods on Jalan Raya Jepara - Bangsri so that the pavement layer received increases along with the increase in traffic volume on the road. For this reason, it is necessary to plan a new pavement using rigid pavement to overcome the damage. The method used is the 2017 Pavement Design Manual. Average daily traffic data, annual average daily traffic data, and CBR value data for soil testing using the DCP tool. Calculations using the 2017 Pavement Design Manual methodology, on a 275 mm thick concrete slab, 100 mm thick concrete layer, and 150 mm Class A aggregate drainage layer. The connection is divided into two parts, namely the longitudinal connection by binding using threads 16 - 750, and the cross connection with dowels using ordinary reinforcement D 36 - 300, the budget plan is Rp. 5,917,030,000.00.

References

A. T. Dachlan, Pelaksanaan Perkerasan Kaku Cor di Tempat. Bandung: ZipBooks, 2013.

M. Sjahdanulirwan and A. T. Dachlan, “Kajian Kekesatan Permukaan Perkerasan Jalan Beton Aspal, Beton Semen, dan Beton Karet (Study of Skid Resistance on Asphalt Concrete, Cement Concrete, and Rubberized Concrete Road Pavement Surfaces),” J. Jalan Jemb., vol. 30, no. 3, pp. 152–163, 2013.

Departemen Pekerjaan umum, Modul RDE - 11 : Perencanaan Perkerasan Jalan. 2005.

M. Qomaruddin, Y. A. Saputro, and S. Sudarno, “Kajian Penggunaan Bottom Ash sebagai Mortar Beton,” in Prosiding SNST ke-9 Universitas Wahid Hasyim Semarang, 2018, pp. 34–39.

M. Qomaruddin, K. Umam, I. Istianah, Y. A. Saputro, and P. Purwanto, “Pengaruh Bahan Kalsium Oksida Pada Waktu Pengikatan Pasta Beton Geopolimer dan Konvensional,” J. Eksakta Univ. Islam Indones., vol. 19, no. 2, pp. 182–191, 2019, doi: 10.20885/eksakta.vol19.iss2.art8.

M. Qomaruddin, A. Ariyanto, I. Istianah, and F. Zahro, “Pemanfaatan Limbah Plastik Menjadi Agregat Pada Mortar Geopolimer,” Din. Rekayasa, Univ. Jenderal Soedirman, vol. 16, no. 2, 2020.

A. Kustirini, M. Qomaruddin, D. S. Budiningrum, and I. E. Andammaliek, “The Influence Of Compressive Strength Of Mortar Geopolimer On Addition Of Carbit Waste Ash With Curing Oven System,” in Proceedings of the 1st International Conference on Civil Engineering, Electrical Engineering, Information Systems, Information Technology, and Agricultural Technology, 2020, pp. 1–4.

M. Qomaruddin and S. Sudarno, “The study of laminate concrete between geopolymer and conventional,” 2019, doi: 10.1088/1742-6596/1363/1/012011.

M. Qomaruddin, H. A. Lie, A. Hidayat, S. Sudarno, and A. Kustirini, “Compressive Strength Analysis On Geopolymer Paving By Using Waste Substitution Of Carbide Waste And Fly Ash,” 2019, doi: 10.1088/1742-6596/1424/1/012052.

M. Qomaruddin and Y. A. Saputro, “Analisa Alinyemen Horizontal Pada Tikungan Depan Gardu PLN Ngabul Di Kabupaten Jepara,” J. DISPROTEK Univ. Islam Nahdlatul Ulama Jepara, vol. 7, no. 2, pp. 36–42, 2016.

Bina Marga, “Perencanaan Rigid Pavement Dengan Metode AASHTO 1993,” 2004.

R. Darmawan and L. Lizar, “Perencanaan Tebal Perkerasan Kaku (Rigid Pavement) Menggunakan Metode Bm - 2017,” J. INOVTEK SERI Tek. SIPIL DAN Apl., vol. 2, no. 2, p. 97, 2020, doi: 10.35314/tekla.v2i2.1823.

D. J. BinaMarga, Manual Perkerasan Jalan. Jakarta: DIREKTUR JENDERAL BINA MARGA, 2017.

K. Berlin, R. Hakim, and S. Nurlaily, “Analisis Pengaruh Kontaminan Terhadap Kekesatan ( Skid Resistance ) Pada Permukaan Perkerasan ( Studi Kasus Jln . Letnan Jendral Sutoyo),” J. Mhs. Tek. Sipil Univ. Tanjungpura, vol. 8, no. 1, 2021.

D. M. Sadek, M. M. El-Attar, and A. M. Ali, “Physico-mechanical and durability characteristics of concrete paving blocks incorporating cement kiln dust,” Constr. Build. Mater., vol. 157, pp. 300–312, 2017, doi: 10.1016/j.conbuildmat.2017.09.107.

PAINE JE, “Skid Resistance of Concrete Pavements,” Concr. Constr., vol. 14, no. 10, pp. 377–380, 1969.

L. J. Chu and T. F. Fwa, “Pavement skid resistance consideration in rain-related wet-weather speed limits determination,” Road Mater. Pavement Des., vol. 19, no. 2, pp. 334–352, 2016, doi: 10.1080/14680629.2016.1261723.

T. F. Fwa, “Skid resistance determination for pavement management and wet-weather road safety,” Int. J. Transp. Sci. Technol., vol. 6, no. 3, pp. 217–227, 2017, doi: 10.1016/j.ijtst.2017.08.001.

G. S. Angkoso, N. Hidayati, and Y. A. Saputro, “ANALISIS KINERJA RUAS JALAN MENGGUNAKAN METODE MANUAL KAPASITAS JALAN INDONESIA ( MKJI ) 1997 PADA RUAS JALAN JEPARA – KUDUS KM 11 SAMPAI KM 15,” vol. 1, no. 38, pp. 19–25, 2021.

Y. Fahrizal, Y. A. Saputro, and D. Rochmanto, “Analisis Kepadatan Tanah Pada Akses Jalan Conveyor Pltu Tjb Unit 3 , 4 Dengan Menggunakan Standar Aashto T 191,” J. Civ. Eng. Study, vol. 02, pp. 42–48, 2022.

R. A. Nugroho et al., “Perencanaan Struktur Gedung 9 Lantai Hotel Sky Sea View Jepara,” J. Civ. Eng. Study, vol. 01, no. Dl, pp. 34–46, 2021.

D. Purwanto, A. Kusuma Indriastuti, and K. Hari Basuki, “Hubungan antara Kecepatan dan Kondisi Geometrik Jalan yang Berpotensi Menyebabkan Kecelakaan Lalu Lintas pada Tikungan,” MEDIA Komun. Tek. SIPIL, vol. 21, no. 2, p. 83, Jun. 2016, doi: 10.14710/mkts.v21i2.11234.

P. K. Jepara, “Basis Data Lingkungan Hidup Daerah Kabupaten Jepara,” Jepara, 2006.

Y. A. Saputro and K. Umam, “Analisis Kinerja Bundaran Tugu Pancasila Jl. Diponegoro Kabupaten Jepara,” J. Ilm. Teknosains, vol. 7, no. 2/Nov, pp. 19–24, 2021, doi: 10.26877/jitek.v7i2/nov.9897.

Tjokrodimulyo, Teknologi Beton. Yogyakarta: Jurusan Teknik Sipil Fakultas Teknik UGM, 2007.

D. P. dan P. Wilayah, “Pedoman-Pencacahan-Lalu-Lintas-dengan-Cara-Manual.pdf.” Jakarta, 2004.

Direktorat Jenderal Bina Marga, “Manual Kapasitas Jalan Indonesia 1997,” departemen pekerjaan umum, “Manual Kapasitas Jalan Indonesia.” pp. 1–573, 1997.

J. Joel, “MENERAPKAN PENGUJIAN DCP SEBAGAI SOLUSI UNTUK MENDAPATKAN NILAI CBR LAPANGAN PADA PROYEK PELEBARAN RUAS JALAN TUMPAAN-LOPANA DI-KAB. MINAHASA SELATAN,” POLITEKNIK NEGERI MANADO, 2016.

widayat Widayat, H. Satriadi, L. P. Wibawa, G. F. Hanif, and M. Qomaruddin, “Oil and gas characteristics of coal with pyrolysis process Oil and Gas Characteristics of Coal with Pyrolysis Process,” 2022, vol. 020077, no. July.

SNI 2052, “Baja tulangan beton,” Badan Standarisasi Nas., p. 15, 2017.

I. J. Pandia, A. S. Lubis, and A. P. Rambe, “Korelasi Skid Resistance dengan Kedalaman Tekstur pada Permukaan Perkerasan Lentur,” Media Komun. Tek. Sipil, vol. 22, no. 2, p. 109, 2016, doi: 10.14710/mkts.v22i2.12880.

Published
2022-10-31