Alternatif Desain Geometrik Dan Perencanaan Tebal Perkerasan Lentur Pada Ruas Jalan Tol Solo-Yogyakarta-Nyia Kulonprogo STA 8+000 - STA 18+000

Kuntari, Ainun Afifah Tyas (2023) Alternatif Desain Geometrik Dan Perencanaan Tebal Perkerasan Lentur Pada Ruas Jalan Tol Solo-Yogyakarta-Nyia Kulonprogo STA 8+000 - STA 18+000. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Konektivitas tol segitiga emas Joglosemar (Jogja, Solo, Semarang) salah satunya adalah Tol Solo-Yogyakarta-NYIA Kulonprogo yang saat ini sedang dalam proses pembangunan bertahap. Ruas jalan tol tersebut kemudian akan terkoneksi dengan Tol Jogja-Bawen dan Jalan Tol Semarang-Solo. Tujuannya adalah menjadi pendukung sektor pariwisata di Joglosemar dan mengatasi adanya penambahan volume kendaraan di Kota Yogyakarta yang terus meningkat. Hingga sekarang sudah dilaksanakan pengerjaan pada Seksi 1 Paket 1.1. Ruas Solo- Klaten, tetapi belum menuntaskan pembebasan lahan di karenakan trase rencana tersebut melewati pemukiman serta sarana umum seperti kantor desa, masjid, pemakaman dan cagar budaya. Salah satu contohnya pada STA 9+725 terdapat sebuah situs Zoni. Situs ini di temukan tepat pada lokasi proyek pembangunan jalan tol tersebut yang diperkirakan sudah berumur ratusan tahun. Tetapi kendalanya, situs ini tidak boleh dipindahkan sehingga trase eksisting di rasa perlu dilakukan alternatif desain trase yang dibuat melayang atau dibelokkan untuk menghindari situs tersebut. Permasalahannya, bagaimana alternatif desain geometrik serta perkerasan pada ruas jalan yang ditinjau. Perencanaan alternatif desain geometrik menggunakan software Civil 3D dan mengacu pada Pedoman Desain Geometrik Jalan Direktorat Jenderal Bina Marga 2021, untuk perencanaan perkerasan lentur berpedoman pada Manual Desain Perkerasan Jalan tahun 2017, dan perencanaan drainase menggunakan pedoman Pd. T-02-2006-B. Mengacu pada peraturan tersebut diharapkan dapat merencanakan alternatif desain geometrik jalan yang aman untuk pengendara saat dalam kecepatan tinggi dan perencanaan perkerasan lentur yang sesuai dengan beban lalu lintas. Hasil perencanaan Jalan Tol Solo-Yogyakarta-NYIA Kulonprogo Seksi 1 paket 1.1 dengan trase baru sepanjang 10.075 km dengan 7 tikungan (Full-Circle), Menggunakan perkerasan lentur dengan tebal AC-WC = 40 mm, AC-BC = 60 mm, AC-Base = 125 mm, CTB = 150 mm, LPA Kelas A = 150 mm (Metode Bina Marga 2017), dan Rencana Anggaran Biaya Hanya pekerjaan persiapan, galian dan timbunan, perkerasan lentur yang di butuhkan untuk proyek jalan tol Solo-Yogyakarta-NYIA kulonprogo Rp 233.627.210.000.
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The connectivity of the Joglosemar golden triangle toll road (Jogja, Solo, Semarang), one of which is the Solo-Yogyakarta-NYIA Kulonprogo Toll Road, which is currently in a gradual development process. The toll road section will then be connected to the Jogja-Bawen Toll Road and the Semarang-Solo Toll Road. The aim is to become a supporter of the tourism sector in Joglosemar and overcome the increasing volume of vehicles in the city of Yogyakarta. Until now, work on Section 1 Package 1.1 has been carried out. Solo-Klaten Section, but land acquisition has not yet been completed because the planned alignment passes through settlements and public facilities such as village offices, mosques, cemeteries and cultural heritage. One example at STA 9+725 is the Zoni site. This site was found right at the location of the toll road construction project which is estimated to be hundreds of years old. However, the obstacle is that this site cannot be moved so that the existing alignment is deemed necessary to do an alternative design of the route which is made to float or be diverted to avoid the site. The problem is, what are the alternative geometric designs and pavements on the roads being reviewed. Alternative geometric design planning uses Civil 3D software and refers to the 2021 Directorate General of Highways Road Geometric Design Guidelines, for flexible pavement planning is guided by the 2017 Road Pavement Design Manual, and drainage planning uses Pd guidelines. T-02-2006-B. Referring to these regulations, it is expected to be able to plan alternative road geometric designs that are safe for motorists at high speeds and flexible pavement planning according to traffic loads. Results of planning for the Solo-Yogyakarta-NYIA Kulonprogo Toll Road Section 1 package 1.1 with a new 10,075 km stretch with 7 bends (Full-Circle), Using flexible pavement with a thickness of AC-WC = 40 mm, AC-BC = 60 mm, AC- Base = 125 mm, CTB = 150 mm, LPA Class A = 150 mm (Bina Marga Method 2017), and Budget Plan Only preparatory work, excavation and filling, flexible pavement needed for the Solo-Yogyakarta-NYIA Kulonprogo toll road project IDR 233.627.210.000.

Item Type:	Thesis (Diploma)
Uncontrolled Keywords:	geometrik jalan, alinyemen vertical, alinyemen horizontal, perkerasan lentur, drainse
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA590 Topographical surveying T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning
Divisions:	Faculty of Vocational > Civil Infrastructure Engineering (D4)
Depositing User:	Ainun Afifah Tyas Kuntari
Date Deposited:	06 Dec 2023 07:40
Last Modified:	06 Dec 2023 07:40
URI:	http://repository.its.ac.id/id/eprint/103307

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