Analisis Kinerja Lalu Lintas pada Jalinan Tunggal U-Turn Jalan Krakatau dan Jalan Yos Sudarso, Palangka Raya
DOI:
https://doi.org/10.36312/p4vx6222Keywords:
Kinerja Lalu Lintas, Bagian Jalinan Tunggal, PKJI 2023, Derajat Kejenuhan, Palangka RayaAbstract
Peningkatan mobilitas penduduk di Kota Palangka Raya berdampak pada peningkatan volume lalu lintas , yang menimbulkan potensi permasalahan transportasi pada titik-titik simpul seperti bagian jalinan (weaving). Penelitian ini bertujuan untuk menganalisis kinerja lalu lintas pada bagian jalinan tunggal di area U-Turn persimpangan Jalan Krakatau dan Jalan Yos Sudarso. Analisis kinerja dilakukan menggunakan metode Pedoman Kapasitas Jalan Indonesia (PKJI) 2023. Pengumpulan data primer meliputi survei volume lalu lintas selama lima hari kerja (senin-Jumat) pada tiga periode (pagi, siang, sore) dan pengukuran data geometrik jalan. Hasil analisis menunjukkan bahwa jam puncak tertinggi terjadi pada periode siang hari (pukul 11.00 – 12.00) dengan total volume arus lalu lintas (qTotal) sebesar 1731 smp/jam (Satuan Mobil Penumpang/Jam). Bagian jalinan tersebut terhitung memiliki kapasitas (C) sebesar 2372 smp/jam. Dari hasil tersebut, diperoleh nilai Derajat Kejenuhan (DJ) pada kondisi puncak sebesar 0,73. Kinerja lalu lintas ini didukung oleh kecepatan tempuh rata-rata (VT) 26,61 km/Jam dan waktu tempuh rata-rata (WT) 8,79 detik. Nilai DJ 0,73 masuk dalam kategori Level of Service (LOS) C, yang menunjukkan bahwa kondisi arus lalu lintas pada bagian jalinan tersebut masih sangat lancar dan jauh dari kondisi jenuh atau macet.
The increase in population mobility in Palangka Raya City has an impact on increasing traffic volume, which causes potential transportation problems at node points such as weaving. This study aims to analyze traffic performance on the single braided section in the U-Turn area of the intersection of Jalan Krakatau and Jalan Yos Sudarso. Performance analysis was carried out using the 2023 Indonesian Road Capacity Guidelines (PKJI) method. Primary data collection included a survey of traffic volume for five working days (Monday-Friday) in three periods (morning, noon, evening) and measurement of road geometric data. The results of the analysis showed that the highest peak hours occurred during the daytime period (11.00 – 12.00) with a total traffic flow volume (qTotal) of 1731 pcu/Hour (Passanger Car Unit/Hour). The part of the braiding is calculated to have a capacity (C) of 2372 pcu/hour. From these results, the Degree of Saturation (DJ) value at peak conditions was 0.73. This traffic performance is supported by an average travel speed (VT) of 26.61 km/h and an average travel time (WT) of 8.79 seconds. The DJ value of 0.73 is included in the Level of Service (LOS) C category, which shows that the traffic flow condition on the interlock is still very smooth and far from saturated or congested conditions.
References
Direktorat Bina Marga. (2023). Pedoman kapasitas jalan Indonesia. Direktorat Jenderal Bina Marga. Retrieved from https://binamarga.pu.go.id/index.php/nspk/detail/09pbm2023-pedoman-kapasitas-jalan-indonesia-
Baboe, F. D., Murniati, & Robby. (2024). Analisis kinerja simpang bersinyal pada Jalan Yos Sudarso – Jalan Galaxy Kota Palangka Raya. Jurnal Serambi Engineering, 9(2), 8665–8675. Retrieved from https://jurnal.serambimekkah.ac.id/index.php/jse/article/view/1338
Yahya, F., Murniati, & Robby. (2019). Studi kinerja lalu lintas di bagian jalinan tunggal (Studi kasus persimpangan Jalan Lawu dan Jalan Yos Sudarso Kota Palangka Raya). PROTEKSI, VI(02), 66–70. Retrieved from https://docs.google.com/file/d/0B8RznY2CAHEyZmt5SVJrVkVnZDQ/preview?pli=1&resourcekey=0-ZESV4UGaPZ6X6Bs9kJsCIA
Gustina, Salonten, & Murniati. (2023). Pengaruh panjang jalinan terhadap kinerja jalan dengan adanya U-turn (Studi kasus persimpangan Jalan Galaxy – Jalan Temanggung Tilung Kota Palangka Raya). Jurnal Ilmiah Teknik Sipil TRANSUKMA, 5(3), 217–223. Retrieved from https://transukma.uniba-bpn.ac.id/index.php/transukma/article/view/151
Prasetya, H. (2021). Kinerja simpang 3 lengan tak bersinyal pada Jalan Raya Kopo – Jalan Cibolerang, Kota Bandung. Itenas Repository. http://eprints.itenas.ac.id/1600/1/01%20Cover%20222016211.pdf
Syarif, I. A., Prasetya, N. A., Aidil, R., Faizal, R., Utomo, E., & Hernadi, A. (2017). Kajian kinerja bagian jalinan (Studi kasus: Jl. Niaga 1 – Jl. Yos Sudarso, Kota Tarakan). Borneo Engineering Jurnal Teknik Sipil, 1(2), 8–8. https://doi.org/10.35334/be.v1i2.597
Negara, R. P. (2022). Analisis kinerja simpang tak bersinyal dengan bundaran. Unikom Repository. http://elibrary.unikom.ac.id/id/eprint/7130/1/UNIKOM_Rizqi%20Puja%20N_13018002_01_COVER.pdf
Sedyo, P. (2025). Perhitungan kinerja bagian jalinan akibat pembalikan arus lalu lintas (Studi kasus JL. Kom. Yos Sudarso – JL. Kalilarangan Surakarta). UMS ETD-db. https://eprints.ums.ac.id/29716/1/HALAMAN_DEPAN.pdf
Rahmadhani, R., Sa, W., & Latifa, E. A. (2024). Analisis dan simulasi solusi kemacetan akibat pengaruh bus kota pada jalinan tunggal jalan arteri. Jurnal Planologi, 13(2), 120–130. https://doi.org/10.22225/pd.13.2.10469.120-130
Badan Pusat Statistik Kota Palangka Raya. (2025). Penduduk, laju pertumbuhan penduduk, distribusi persentase penduduk, kepadatan penduduk, rasio jenis kelamin penduduk menurut kecamatan di Kota Palangka Raya, 2025. Retrieved from https://palangkakota.bps.go.id/id/statistics-table/3/V1ZSbFRUY3lTbFpEYTNsVWNGcDZjek53YkhsNFFUMDkjMyM2Mjcx
Sukmapratama, B. M. (2016). Analisis kinerja lalu lintas akibat adanya pembangunan Hotel Amaris Surabaya. ITS Repository. http://repository.its.ac.id/72639/1/3113105047-Undergraduate_Thesis.pdf
Aziz, Y. A., Suteja, I. W., & Rohani. (2019). Evaluasi kinerja dan analisis kebutuhan penanganan simpang tiga tak bersinyal dan jalinan pada kawasan kampus Universitas Mataram (Studi kasus: Simpang tiga tak bersinyal Jl. Majapahit – Jl. Swadaya dan jalinan tunggal antara simpang dengan akses masuk Universitas Mataram). https://perpustakaan.ft.unram.ac.id/index.php?p=show_detail&id=8463
Bura, Y. P. (2016). Analisis pengaruh fasilitas U-turn terhadap kinerja ruas jalan (Studi kasus U-turn Jl. Laksda Adisucipto – depan Hotel Sri Wedari). Repository Universitas Atma Jaya Yogyakarta. https://repository.uajy.ac.id/id/eprint/9156/1/0TS13892.pdf
Suwardo, & Haryanto, I. (2018). Perancangan geometrik jalan: Standar dan dasar-dasar perancangan.
https://books.google.co.id/books?id=nYJqDwAAQBAJ&lpg=PP1&hl=id&pg=PP1#v=onepage&q&f=false
Highway Capacity Manual. (1985). HCM: Highway capacity manual. https://onlinepubs.trb.org/Onlinepubs/sr/sr209/209.pdf
Hariyanto, J. (2004). Perencanaan persimpangan tidak sebidang pada jalan raya. https://binamarga.pu.go.id/uploads/files/415/pedoman-perencanaan-persimpangan-jalan-tak-sebidang.pdf
Hobbs, F. D. (1974). Traffic planning and engineering. https://books.google.co.id/books?id=aRMSBQAAQBAJ&lpg=PP1&hl=id&pg=PP1#v=onepage&q&f=false.
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