Analisis Desain Geometrik Fly Over Pramuka - Indra Bangsawan
DOI:
https://doi.org/10.23960/jrsdd.v8i1.1263Abstract Views: 114 File Views: 123
Abstract
As the capital city of Lampung Province, traffic density in Bandar Lampung City cannot be avoided. Due to the density of existing traffic flow, transportation facilities need to be improved. Transportation facilities improve can be done with many examples of traffic engineering, like make an intersections, roundabout, underpasses, flyovers, etc.
In the Pramuka traffic area, the government took the decision to make a fly over. The construction of fly over Pramuka – Indra Bangsawan impressed not pay attention to the applicable geometric standard of urban roads, so it needs to be evaluated to find out the safe speed to cross on it. The research method is by first searching for the ideal radius length after that searching for the ideal arch length which will be compared with the existing arch length.
The result, a safe passing speed when crossing the fly over is 18 km / h (full circle) and 16 km / h (spiral-spiral), and at the cross over fly over is 12 km / h (full circle) and 8 km / h (spiral-spiral). Speed requirements for urban road plans are 30 - 50 km / h, so it can be concluded that the construction of fly-over pramuka - indra bangsawan has not met the applicable urban road planning standards.
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References
Standar RSNI, 2004. Geometri Jalan Perkotaan, Badan Standarisasi Nasional, Kementrian Pekerjaan Umum Republik Indonesia, Jakarta.
Departemen Pekerjaan Umum, 1997. Teknik Perencanaan Geometrik Jalan Antar Kota (TPGJAK), DPU, Jakarta.
Firmansyah, Nanang, 2016. Studi Kelayakan Pembangunan Fly Over di Simpang Gedangan Sidoarjo di Tinjau dari Segi Lalu Lintas dan Ekonomi Jalan Raya, Institut Teknologi Sepuluh November, Surabaya.
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