Perencanaan Ulang Peningkatan Jalan Ketapang-Sukowidi Km 280+000-Km 283+000 Dikabupaten Banyuwangi-Jawa Timur

Rozami, Ravika and Junaidi, Moh. (2011) Perencanaan Ulang Peningkatan Jalan Ketapang-Sukowidi Km 280+000-Km 283+000 Dikabupaten Banyuwangi-Jawa Timur. Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Perencanaan ulang peningkatan jalan Ketapang - Sukowidi KM 280+000 - KM 283 +000 menggunakan teori diantaranya Analisa Kapasitas dengan Manual Kapasitas Jalan Indonesia (MKJ/) 1997, Pereneanaan Tebal Perkerasan dengan menggunakan petunjuk pereneanaan Tebal Perkerasan Lentur Jalan dengan Metode Analisa Komponen, Perencanaan Tebal Lapis Tambahan (Overlay) dengan Manual Pemeriksaan Perkerasan dengan A/at Benkelman Beam, Pereneanaan Drainase dengan menggunakan Metode SNI - 03 - 3424 - 1994, dan Reneana Anggaran Biaya dengan menggunakan Harga Satuan Pokok Kegiatan ( HSPK)2010. Dari hasil perencanaan Peningkatan Jalan Ketapang - Sukowidi ini dipero/eh hasil konstruksi berupa pe/ebaran dari 7 m menjadi 10 meter serta konstruksi perkerasan jalan baru berupa 3 cmAC Laston MS 744, 7 emATB MS 590, 20 em Batu Peeah Kelas A ( CBR 100%), 30 em Sirtu Kelas B (CBR 50%). Sedangkan perhitungan overlay didapatkan hasil 3 em AC Laston MS 744. Untuk Perencanaan Drainase ( Saluran Tepi) bentuk saluran yang direneanakan adalah persegi dengan dimensi Iebar (b) dan kedalaman (d) yang bervariasi diantararrya adalah b = 0,5 m, d = 0,7 m; b = 0,6 m, d = 0,8 m 1 ; b = 0, .7 m, d := 0,9 m; b = 0,9 m, d = 1,2 m; b = 0,8 m, d = 1:0;b = 1.0 m, d = 1.2 m; Rencana Anggaran Biaya untuk perencanaan peningkatan jalan Ketapang - Sukowidi adalah Rp 5.250.000.000 (Lima Milyar dua Ratus lima Puluh Juta Rupiah)
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Re-planning of the Ketapang - Sukowidi KM 280+000 - KM 283 +000 road improvement using theories including Capacity Analysis with the Indonesian Road Capacity Manual (MKJ/) 1997, Pavement Thickness Planning using Flexible Pavement Thickness Planning Instructions with the Component Analysis Method, Additional Layer Thickness Planning (Overlay) with the Pavement Inspection Manual with the Benkelman Beam A/at, Drainage Planning using the SNI - 03 - 3424 - 1994 Method, and Budget Planning using the 2010 Activity Unit Price (HSPK). From the results of the Ketapang - Sukowidi Road Improvement planning, the construction results were obtained in the form of widening from 7 m to 10 meters and new road pavement construction in the form of 3 cmAC Laston MS 744, 7 emATB MS 590, 20 em Batu Peeah Class A (CBR 100%), 30 em Sirtu Class B (CBR 50%). While the overlay calculation obtained the result of 3 em AC Laston MS 744. For Drainage Planning (Edge Channel) the shape of the planned channel is square with dimensions of width (b) and depth (d) which vary between them are b = 0.5 m, d = 0.7 m; b = 0.6 m, d = 0.8 m 1; b = 0.7 m, d := 0.9 m; b = 0.9 m, d = 1.2 m; b = 0.8 m, d = 1:0;b = 1.0 m, d = 1.2 m; The Budget Plan for the Ketapang - Sukowidi road improvement planning is Rp. 5,250,000,000 (Five Billion Two Hundred and Fifty Million Rupiah)

Item Type:	Thesis (Other)
Additional Information:	RSS 625.76 Roz p-I-1 2011 (weding)
Uncontrolled Keywords:	Overlay , Drainase
Subjects:	T Technology > TE Highway engineering. Roads and pavements > TE175 Road and highway design
Divisions:	Faculty of Civil Engineering and Planning > Civil Engineering > 22401-(D3) Diploma 3
Depositing User:	EKO BUDI RAHARJO
Date Deposited:	19 Aug 2025 06:43
Last Modified:	19 Aug 2025 06:43
URI:	http://repository.its.ac.id/id/eprint/128139

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