Analisis Kinerja Lalu Lintas Simpang Empat Tak Bersinyal di Jalan Raya Kepuharjo – Jalan Balai Desa Kepuharjo – Jalan Pertamanan Kecamatan Karangploso, Kabupaten Malang
Abstract
At intersections there is often a conflict between opposing traffic flows and cutting each other off. One of the intersections that has a high level of congestion is the four unsignalized intersection at Jalan Raya Kepuharjo - Jalan Balai Desa Kepuharjo - Jalan Pertamanan Karangploso District Malang Regency. This study aims to determine the performance, and level of service at four unsignalized intersections on Jalan Raya Kepuharjo - Jalan Balai Desa Kepuharjo - Jalan Pertamanan Karangploso District, Malang Regency. This research uses quantitative and descriptive research types that are guided by PKJI 2014. The results of the study obtained the intersection performance obtained the results of the intersection capacity (C) of 26143 skr / hour, with a degree of saturation (DS) of 0.49, intersection delay (T) of 22.76 sec / sr and queuing opportunities that occur are 40.17% - 79.5%. The level of service obtained results of 0.49, with these results obtained the standard level of service type C (stable flow, increasingly limited speed), for the prediction of the level of service in the next five years DS 0.52, for the level of service C (stable flow, increasingly limited speed).
References
J. O. Simanjuntak, N. I. Simanjuntak, and O. I. Harefa, “Evaluasi Kinerja Simpang Tiga Tak Bersinyal(Studi Kasus : Simpang Jl. Deli Tua Pamah – Jl. Besar Deli Tua, Sumatera Utara),” J. Tek. Sipil, vol. 1, no. 2, pp. 24–37, 2022.
D. W. Karels, A. W. Siki, and E. Hunggurami, “Analisis Kinerja Simpang Takbersinyal PersimpanganJalan W. J. Lalamentik Dan Jalan Amabi Kota Kupang,” J. Tek. Sipil, vol. 10, no. 1, pp. 9–20, 2021.
Y. Syafutri, Evaluasi kinerja simpang bersinyal pada jalan Pattimura - simpang jalan Sudirman kota Medan. 2018.
S. D. Hasibuan, “Analisa Kinerja Simpang Tidak Bersinyal Di Ruas Jalan Muchtar Basri Dan Jl Bukit Barisan I,” p. 95, 2018.
J. Wikrama, “KINERJA SIMPANG TAK BERSINYAL (Studi Kasus: Simpang Jalan Raya Canggu-Jalan Pantai Berawa),” 2019.
R. E. Wibisono, B. W. Yuana, A. Susanti, and A. Widayanti, “Perhitungan Kinerja Lalu Lintas dan Prediksi Pertumbuhan Kendaraan Pada Bundaran (Roundabout) Institut Teknologi Sepuluh Nopember (ITS) Surabaya,” Agregat, vol. 7, no. 1, pp. 607–613, 2022, doi: 10.30651/ag.v7i1.11513.
N. Listiana and T. Sudibyo, “Analisis Kinerja Simpang Tak Bersinyal Jalan Raya Dramaga-Bubulak Bogor, Jawa Barat,” J. Tek. Sipil dan Lingkung., vol. 4, no. 1, pp. 69–78, 2019, doi: 10.29244/jsil.4.1.69-78.
N. Rorong, “Analisa Kinerja Simpang Tidak Bersinyal Di Ruas Jalan,” vol. 3, no. 11, 2020.
D. Y. F. C. Hasibuan and Muchammad Zaenal Muttaqin, “Analisis Kinerja Simpang Tak Bersinyal Persimpangan Pasar Sibuhuan, Kabupaten Padang Lawas, Sumatera Utara,” J. Saintis, vol. 21, no. 01, pp. 53–60, 2021, doi: 10.25299/saintis.2021.vol21(01).6507.
M. D. M. Pratama and E. Elkhasnet, “Analisis Kinerja Simpang Tak Bersinyal Jalan A.H. Nasution dan Jalan Cikadut, Kota Bandung. (Hal. 116-123),” RekaRacana J. Tek. Sipil, vol. 5, no. 2, p. 116, 2019, doi: 10.26760/rekaracana.v5i2.115.
Muhamad Dhafa Minabari, “Analisa Kinerja Simpang Tidak Bersinyal,” J. Sipil Statik, vol. 3, no. 11, pp. 747–758, 2022, [Online]. Available: https://ejournal.unsrat.ac.id/index.php/jss/article/view/10668
I. M. Gapi, L. I. R. Lefrandt, and S. Y. R. Rompis, “Analisa Kinerja Simpang Lengan Tiga Tak Bersinyal (Studi Kasus : Simpang Lengan Tiga Jl. Raya Bastiong - Jl. Raya Mangga Dua - Jl. Sweering Mangga Dua Di Kota Ternate),” Penelitian, vol. 20, no. April, pp. 87–94, 2022.
