ANALISA KINERJA RUAS JALAN TANJUNG REMA KABUPATEN BANJAR DENGAN METODE PEDOMAN KAPASITAS JALAN INDONESIA 2014 (PKJI 2014)

Juliansyah, Dian (2022) ANALISA KINERJA RUAS JALAN TANJUNG REMA KABUPATEN BANJAR DENGAN METODE PEDOMAN KAPASITAS JALAN INDONESIA 2014 (PKJI 2014). Diploma thesis, Universitas Islam Kalimantan MAB.

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Abstract

Dengan meningkatnya volume lalu lintas menyebabkan berubahnya perilaku lalu lintas pada ruas jalan. Oleh karenanya menjadi pertimbangan dilakukannya studi kasus arus lalu lintas dan kapasitas Jalan untuk menganalisis kemacetan sehingga dapat menjadi pertimbangan mengatasi permasalahan ini. Data perhitungan skripsi ini adalah data geometrik jalan, volume lalu lintas dan hambatan samping. Pengambilan data dilaksanakan selama satu minggu. Kapasitas Jalan pada ruas jalan berdasarkan hasil pengolahan data dan perhitungan terbesar didapat: 20 Juni 2022 jam 10.00 -11.00 WITA = 2.663,8703 skr/jam. 21 Juni 2022 jam 19.00 - 20.00 WITA = 2.679,95 skr/jam. 22 Juni 2022 jam 21.00 - 22.00 WITA = 2.604,9114 skr/jam. 23 Juni 2022 jam 19.00 – 20.00 WITA = 2.594,1916 skr/jam. 24 Juni 2022 jam 20.00 – 21.00 WITA = 2.631,7109 skr/jam. 25 Juni 2022 jam 09.00 – 10.00 WITA = 2.663,8703 skr/jam. 26 Juni 2022 jam 21.00 – 22.00 WITA = 2.663,8703 skr/jam. Derajat kejenuhan berdasarkan hasil pengolahan data dan perhitungan terbesar selama satu minggu didapat: Senin, 20 Juni 2022 jam 17.00 – 18.00 WITA = 1,13027739. Selasa, 21 Juni 2022 jam 17.00 – 18.00 WITA = 1,139839592. Rabu, 22 Juni 2022 jam 17.00 – 18.00 WITA = 1,002964789. Kamis, 23 Juni 2022 jam 17.00 – 18.00 WITA = 1,00785213. Jumat, 24 Juni 2022 jam 17.00 – 18.00 WITA = 0,919110105. Sabtu, 25 Juni 2022 jam 17.00 – 18.00 WITA = 1,154467717. Minggu, 26 Juni 2022 jam 12.00 – 13.00 WITA = 0,95507225. Indeks Tingkat Pelayanan pada ruas jalan terburuk adalah F. With the increase in traffic volume causes changes in traffic behavior on the road. Therefore, it is a consideration to conduct a case study of traffic flow and road capacity to analyze congestion so that it can be considered in overcoming this problem. The calculation data for this thesis are road geometric data, traffic volume and side barriers. Data collection was carried out for one week. Road capacity on the road segment based on the results of data processing and the largest calculation is obtained: 20 June 2022 at 10.00 -11.00 WITA = 2.663,8703 cur/hour. June 21, 2022 at 19.00 - 20.00 WITA = 2.679.95 cur/hour. 22 June 2022 at 21.00 - 22.00 WITA = 2,604,9114 cur/hour. 23 June 2022 at 19.00 – 20.00 WITA = 2,594,1916 cur/hour. 24 June 2022 at 20.00 – 21.00 WITA = 2.631.7109 cur/hour. June 25, 2022 at 09.00 – 10.00 WITA = 2,663,8703 cur/hour. June 26, 2022 at 21.00 – 22.00 WITA = 2,663,8703 cur/hour. The degree of saturation based on the results of data processing and the largest calculation for one week was obtained: Monday, June 20, 2022 at 17.00 – 18.00 WITA = 1.13027739. Tuesday, June 21, 2022 at 17.00 – 18.00 WITA = 1.139839592. Wednesday, June 22 2022 at 17.00 – 18.00 WITA = 1.002964789. Thursday, June 23, 2022 at 17.00 – 18.00 WITA = 1.00785213. Friday, June 24, 2022, 17.00 – 18.00 WITA = 0.919110105. Saturday, June 25, 2022 at 17.00 – 18.00 WITA = 1.154467717. Sunday, June 26, 2022 at 12.00 – 13.00 WITA = 0.95507225. The Service Level Index on the worst road segment is F.

Item Type: Thesis (Diploma)
Uncontrolled Keywords: Kapasitas, Derajat Kejenuhan, Tingkat Pelayanan
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Depositing User: Dian Juliansyah
Date Deposited: 01 Oct 2022 02:45
Last Modified: 01 Oct 2022 02:45
URI: http://eprints.uniska-bjm.ac.id/id/eprint/12665

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