Sucipto, Decky Arthawan (2011) Studi Kelayakan Pelebaran Jalan Ruas Situbondo-Banyuwangi KM 217+500 - KM 253+000 Ditinjau dari Teknik Lalu Lintas dan Ekonomi Jalan Raya. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Sistem jaringan jalan Situbondo khususnya pada ruas jalan Situbondo - Banyuwangi hanya bertumpu kepada satu jalur utama menjadikan kondisi berlalu lintas di kota semakin tidak nyaman dan aman bagi para pengguna jalan dikarenakan bercampurnya lalu lintas antar kota terutama kendaraan berat dengan lalu lintas lokal. Tugas Akhir ini akan menganalisis kelayakan pelebaran jalan pada ruas Situbondo - Banyuwangi pada KM 217 + 500 - KM 253 + 000 ditinjau dari segi teknik lalu lintas dan ekonomi jalan raya. Analisis yang akan dihitung antara lain analisa tingkat kinerja jalan berupa nilai Derajat Kejenuhan (DS), analisis perhitungan penghematan Biaya Operasional Kendaraan, analisis perhitungan Benefit Cost Ratio, analisis perhitungan Net Present Value. Kinerja jalan eksisting tahun 2010 sebelum dilakukan pelebaran jalan, didapatkan nilai derajat kejenuhan (DS) = 0,556 untuk jalan existing lebar 6 m, sedangkan jalan existing lebar 7 m derajat kejenuhan (DS) = 0,506 dan dari analisis kondisi jalan rencana atau sesudah ada usaha pelebaran jalan untuk derajat kejenuhan (DS) = 0,487, sedangkan dari hasil analisis ekonomi dengan penghematan BOK sebesar Rp 83.909.610.364 dan penghematan nilai waktu sebesar Rp 8.843.458.008, didapatkan nilai Benefit Cost Ratio sebesar 1,5, nilai Net Present Value sebesar Rp 14.486.136.966. Sehingga kelayakan pelebaran jalan ruas Situbondo - Banyuwangi ditinjau dari segi lalu lintas dan ekonomi transportasi, jalan tersebut layak dibangun.
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Currently the road network of Kabupaten Situbondo mainly depend on one road link only, this condition oftenly caused inconvenient situation for most of road users due to the mix traffic occurred. This Final Project analyze the feasibility of widening of Situbondo - Banyuwangi road link from traffic engineering and highway economy point of view. The parameters that will be included are Degree of Saturation (Ds), Vehicle Operation Cost saving, Time Value saving, Benefit Cost Ratio and Net Present Value. The results show that, in 2010, degree of saturation of the existing road is 0,556 and 0,506, for 6 m and 7 m road width respectively. Additionally the degree of saturation of the planned condition 7,5 m wide of road is 0,478. Furthermore the user cost saving of this project as follow : Rp 83.909.610.364 for Vehicle Operation Cost saving and Rp 8.843.458.008 for time value saving. Finally it is known that the BCR value and the NPV value of this project are 1,5 and Rp 14.486.136.966 respectively. Therefore it can concluded that this project is feasible to be built.
| Item Type: | Thesis (Other) |
|---|---|
| Additional Information: | RSS 625.7 Suc s |
| Uncontrolled Keywords: | Analisis kelayakan,Situbondo Banyuwangi,perencanaan KM 217+500 s/d KM 253+000 pelebaran jalan, Feasbility analysis,Situbondo-Banyuwangi, widening roadplanning of Km 217+500-Km 253+000. |
| Subjects: | T Technology > TE Highway engineering. Roads and pavements |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | magang . |
| Date Deposited: | 05 Nov 2026 01:23 |
| Last Modified: | 05 Nov 2026 01:23 |
| URI: | http://repository.its.ac.id/id/eprint/146032 |
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