Perencanaan Perkerasan Kaku (Rigid Pavement) Dengan Menggunakan Wiremesh Pada Ruas Jalan HOS. Cokroaminoto Dan Jalan Moch. Yamin (Tuban)
Abstract views: 510
,
PDF downloads: 5815
Abstract
Highway is one of the land transportation infrastructure which plays an important role in human life in the field of transportation. Jalan Hos. Cokroaminoto and Jalan Moch. Yamin is a national road that fights important to support the economic flow of the surrounding region and also other cities.
The author will compare the calculations using two methods, namely the Bina Marga Method 2002 and the AASHTO 1993 method in order to obtain the value of pavement, besides that it also wants to see which method is more efficient and economical in terms of pavement thickness and cost.
From the results of the road pavement planning used, the thickness of the pavement is according to the planned 20-year age from 2017 to the end of the year plan for 2037. Economic factors also taken into account in this analysis include the 1993 AASHTO Method.
The input parameters of pavement thickness planning for the 1993 AASHTO method are traffic parameters, subgrade reaction modulus, pavement construction material, reliability, and drainage coefficient. For the Jalan Hos section. Cokroaminoto and Jalan Moch. Yamin concrete plate thickness based on the calculation of the 2002 Bina Marga method is 20 cm, while based on the 1993 AASHTO method it is 29 cm. The difference obtained is quite large, namely 9 cm. This is due to differences in the input parameters of each method. Based on the survey that has been done, the thickness of the existing concrete slab is 29 cm, the thickness is the same as the results of calculations using the AASHTO 1993 method.
References
Anas Aly, Moh., 2001, Visualisasi Konstruksi Perkerasan Jalan Berbasis Semen, Asosiasi Semen Indonesia, Jakarta.
Departemen KIMPRASWIL. 2003. Pedoman Pelaksanaan Perkerasan Jalan Beton Semen, Direktorat Jendral Prasarana Wilayah.
Departemen Pekerjaan Umum. 1990. Petunjuk Pelaksanaan Perkerasan Kaku (Beton Semen) Direktorat Jendral Bina Marga, Jakarta.
Direktorat Jenderal Bina Marga Direktorat Bina Jalan Kota (BINKOT). 1997. Manual Kapasitas Jalan Indonesia 1997. Direktorat Jenderal Bina Marga Direktorat Bina Jalan Kota (BINKOT).
Hendarsin, Shirley L. 2000, Perencanaan Teknik Jalan Raya, Politeknik Negeri, Jakarta.
Huang, Yang H. 1993. Pavement Analysis and Design. Prentice Hall Englewood Cliffs, New Jersey.
Oglesby, Clarkson H., Hicks, R. Gary. 1996. Teknik Jalan Raya Jilid II. Erlangga, Jakarta. Suryawan, Ari. 2005, Perkerasan Jalan Beton Semen portland (Rigid Pavement), Beta Offset, Jakarta.
Peraturan Menteri Perhubungan Republik Indonesia Nomor PM 96 Tahun 2015 tentang PedomanPelaksanaan Kegiatan Manajemen dan Rekayasa Lalu Lintas.
Peraturan Pemerintah Republik Indonesia Nomor 34 Tahun 2006 tentang Jalan.
Jakarta: Pemerintah Indonesia.
Sukirman, Silvia. 1999, Perkerasan Lentur Jalan Raya, Nova, Bandung.
Copyright (c) 2019 Kristedy Permana Sulaiman, Sapto Budy Wasono
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
