ANALISIS KINERJA DAN PERENCANAAN RUANG HENTI KHUSUS (RHK) SEPEDA MOTOR PADA SIMPANG BERSINYAL DI KOTA DENPASAR(STUDI KASUS: SIMPANG NOJA–SARASWATI)

  • I Made Kariyana Universitas Ngurah Rai
  • Gede Sumarda Universitas Ngurah Rai
  • I Gusti Ayu Made Ratih Nuratni Universitas Ngurah Rai
Keywords: signalized intersection, intersection performance, IHCM 1997, advanced stop lines

Abstract

Denpasar is the capital city of Bali Province, which is the center of all activities with a total vehicle ownership of 33% of the total vehicles in Bali Province, of which 82% of vehicles are motorcycles. ) for motorcycles at the intersection. When the Covid-19 pandemic hit Indonesia, especially Denpasar City, it certainly had an impact on reducing traffic density, resulting in changes in road network performance. The purpose of this study is to determine the performance and design of RHK in accordance with the provisions of PUPR 2015 at signalized intersections in the hope that the performance of the intersection will be more effective. In determining the performance of signalized intersections, the provisions according to the Indonesian Road Capacity Manual (MKJI 1997) are used, while the Desktop & Mobile Web Application is used to determine the RHK design (Ministry of Public Works, 2013). The results of the performance analysis signaled at the Noja–Saraswati intersection during the Covid-19 pandemic had the same degree of saturation (DS) in the North, East, South, West approaches, which was 0.740. For the value of the queue length of each approach, namely the North approach 60m, East 89m, South 50m, West 55m. For the North approach delay value is 20.8 sec/pcu, East 5.3 sec/pcu, South 34.5 sec/pcu, West 13.5 sec/pcu. The RHK type P design for the East approach and the Box for the West approach with a width of 2x3.5m and a main length of 8m, the P type approach has a lane dimension of 3.5m. For the North and South approaches, RHK cannot be designed because the width of the approach does not meet the minimum requirement of 3.5m.

References

Departemen Pekerjaan Umum., (1997), Manual Kapasitas Jalan Indonesia (MKJI) Dirjen Bina Marga. Jakarta.
Kariyana I M, et al., (2019), Analisis Arus Jenuh Di Simpang Dengan Metode Time Slice dan MKJI 1997 (Studi Kasus Simpang Sudirman – Yos Sudarso). Bali.
Kementrian Pekerjaan Umum dan Perumahan Rakyat., (2015), Pedoman Perancangan Ruang Henti Khusus (RHK) Sepeda Motor pada Simpang Bersinyal di Kawasan Perkotaan. Jakarta.
Prasetyanto. D. et al., (2015), Perkiraan Zona Dilema Mobil Penumpang Pada Persimpangan Berlampu Lalulintas Dengan Fasilitas Ruang Henti Khusus Sepeda Motor. Bandar Lampung. The 18th FSTPT International Symposium, Unila, Bandar Lampung.
Purba, Naomi A dan Daud, J., (2013), Perencanaan Ruang Henti Khusus (RHK) Sepeda Motor Pada Persimpangan Bersinyal di Medan (Studi Kasus: Persimpangan Jl. Ir. H. Juanda - Jl. Brigjend Katamso). Medan. Vol. 3, No. 1.
Pusat Penelitian Jalan dan Jembatan, Balitbang PU-Kementerian Pekerjaan Umum., (2013), http://rhk.pusjatan.pu.go.id/rhk/rhkapp.php
Ramadhani, F. et al., (2017), Analisa Kinerja Simpang Bersinyal Pingit Yogyakarta. Yogyakarta. Volume 2, No. 2. Hlm. 1-8
Rangkuti, Nuril M., (2017), Analisa Pengaruh Ruang Henti Khusus KendaraanSepeda Motor Terhadap Kenyamanan di Persimpangan. Medan. Hlm. 73-86.
Roesdyningtyas D. A. A, et al., (2016), Kajian Rencana Penerapan Ruang Henti Khusus Sepeda Motor di Persimpangan Bersinyal (Studi Kasus Kota Malang). Malang. Jawa Timur. Volume 14, Nomor 2. Hlm. 123-129.
Sitanggang. L. H. S. et al., (2014), Analisis Kinerja Simpang Bersinyal (Studi Kasus: Jalan K.H Wahid Hasyim - Jalan Gajah Mada). Sumatera Utara. Volume 3, No. 2
Tamam, M. F. et al., (2016), Analisis Kinerja Simpang Bersinyal (Studi Kasus: Jalan Tegar Beriman - Jalan Raya Bogor). Bogor. Hlm. 1-10
Tulus, M I., (2018), Analisis Kinerja Simpang Bersinyal di Kota Makasar Menggunakan Quantum GIS. Makasar. Hlm. 1-6.
Wikrama, Jaya, A.A.N.A., (2011), Analisis Kinerja Simpang Bersinyal (Studi Kasus: Jalan Teuku Umar Barat - Jalan Gunung Salak). Bali. Jurnal Ilmiah Teknik Sipil Vol. 15, No. 1. Hlm . 58-71, Januari 2011.
Yulianto, A. A. et al., (2016), Model Ruang Henti Khusus (RHK) di Perempatan Lampu Merah Bogor Baru Dalam Meningkatkan Keselamatan dan Efisiensi Lalu Lintas. Bogor. Jurnal Hukum DE’RECHTSSTAAT ISSN 2442-5303 Volume 1, Nomor 2, Hlm. 181-191. Okt 2016.
Ardan Agus Yulianto, Ujang Bahar, dan Inayatullah Abdul Hasyim., (2016), Model Ruang Henti Khusus (RHK) di Perempatan Lampu Merah Bogor Baru Dalam Meningkatkan Keselamatan dan Efisiensi Lalu Lintas. Bogor.
Ayu Roesdyningtyas D. A., Achmad Wicaksono, dan Ruslin Anwar., (2016), Kajian Rencana Penerapan Ruang Henti Khusus Sepeda Motor di Persimpangan Bersinyal (Studi Kasus Kota Malang). Malang. Jawa Timur.
Nuril Mahda Rangkuti., (2017), Analisa Pengaruh Ruang Henti Khusus Kendaraan Sepeda Motor Terhadap Kenyamanan di Persimpangan. Medan.
Sumin, L., Youguang, M.A., Chunying, Z., Shuhua, S., and Qing, H.E., (2009), The Effect of Hydrophobic Modification of Zeolites on CO2 Absorption Enhancement, Chinese Journal of Chemical Engineering, 17(1), pp. 36-41.
Published
2021-10-21
Abstract viewed = 0 times
PDF (Bahasa Indonesia) downloaded = 0 times