Effect of U-Turn Movement at Median Openings on Traffic Flow Characteristics at Jalan Jenderal Ahmad Yani, Ketapang Regency
https://doi.org/10.58466/rigid.v3i1.1442
Keywords:
u-turn,, traffic capacity, , road services levelAbstract
Jalan Jenderal Ahmad Yani, Ketapang Regency is an arterial road with environmental types, namely commercial and existing side barriers that have an impact on traffic performance due to activities beside or on the side of the road. From each of these roads, equipped with a median along with median openings to coordinate movements U-Turn. U-Turn is one way of solving in traffic management city arterial road. With the aim of knowing the characteristics and capacity of traffic as well as the level of road service on the Jalan Jenderal Ahmad Yani. This matter impact on traffic characteristics, road capacity and level of service the way to be applied in research using guidelines MKJI 1997. From the results of research and discussion obtained on Jalan Jenderal Ahmad Yani with the value of traffic flow characteristics on traffic volume traffic in the direction of Jalan. Jenderal Ahmad Yani - Jalan. Merdeka at 261.95 pcu/hour and for the direction of Jalan.Merdeka - Jalan.Jenderal Ahmad Yani of 159.45 pcu/hour. Vehicle speed on Jalan General Ahmad Yani - Jalan. Merdeka of 31.41 km/hour and Jalan Merdeka – Jalan Jenderal Ahmad Yani at 34.02 km/hour. The traffic density on Jalan Jenderal Ahmad Yani – Jalan Merdeka is 8.34 smp/km and Jalan Merdeka – Jalan Jenderal Ahmad Yani of 4.69 pcu/km with traffic capacity of 1,285.90 pcu/hour. Road service level value got B and A grades.
References
Kasan, Muhammad., Mashuri., dan Listiawati, Hilda. 2005. Pengaruh U-Turn Terhadap Karakteristik Arus Lalu Lintas Di Ruas Jalan Kota Palu (Studi Kasus Jl. Moh Yamin Palu). Jurnal SMARTek, Vol. 3, No. 3, Agustus 2005. 146-159
Direktorat Jenderal Bina Marga. 1990. Tata Cara Perencanaan Pemisah, No.014/T/BNTK/1990. Jakarta: Departemen Pekerjaan Umum RI
Agah, Heddy R. 2007. Analisis Fasilitas Putaran Balik. Jakarta: Universitas Indonesia
Utami, Yuwita, Tri., Ariyadi, Teddy., dan Mayuni, Siti. 2018. Kajian Putar Balik (U-Turn) Terhadap Arus Lalu Lintas (Studi Kasus: Jalan Gajah Mada Pontianak). Jurnal PWK, Laut, Sipil, Tambang, Vol. 5, No. 2 (2018).
Rohani. 2010. Pengaruh Volume Lalu Lintas Yang Berpengaruh Terhadap Arus Putar Balik. Mataram: Universitas Mataram.
Wibisono, Gendoet, Indarto., Ramadan, Fajar Eka., dan Fajar, Arif, Hernawan. 2019. Analisis Lalu Lintas Harian Rata-Rata (LHR) Dalam Menghindari Kecelakaan. Jurnal Manajemen Bisnis Transportasi dan Logistik (JMBTL), Vol. 5, No. 3 Mei 2019, ISSN 2407-635X
Gautama, Gustaf., Jaya, Fery, Hendy., Meriska, Desti. 2021. Analisis Pengaruh U-Turn Terhadap Karakteristik Arus Lalu Lintas. Jurnal Teknika Sains Vol. 06, No. 02, 2021.
Direktorat Jendral Bina Marga. 1997. Manual Kapasitas Jalan Indonesia (MKJI). Jakarta: Departemen Pekerjaan Umum RI.
Badan Pusat Statistik. (2021). Penduduk Kabupaten Ketapang Menurut Kelompok Umur dan Jenis Kelamin. https://kalbar.bps.go.id/indicator/12/134/1/penduduk-kab-ketapang- menurut-kel-umur-dan-jenis-kelamin.html. (Diakses pada tanggal 3 Agustus 2021.
