EFEKTIVITAS DAN EFESIENSI PENGGUNAAN BERTON CONCRETE LEVEL CROSSSING (CLC) PADA JPL 17 (KM 15+840) DI KOTA PADANG

Ajran Fattah Maulana, Ajran Fattah Maulana and URIANSAH PRATAMA, URIANSAH PRATAMA and IMAM PRASETYO, IMAM PRASETYO (2024) EFEKTIVITAS DAN EFESIENSI PENGGUNAAN BERTON CONCRETE LEVEL CROSSSING (CLC) PADA JPL 17 (KM 15+840) DI KOTA PADANG. EFEKTIVITAS DAN EFESIENSI PENGGUNAAN BERTON CONCRETE LEVEL CROSSSING (CLC) PADA JPL 17 (KM 15+840) DI KOTA PADANG. (Submitted)

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Abstract

According to PM 94/2018, level crossings are intersections between highways and railways. level crossings are vulnerable points that have the potential to cause accidents, especially at unguarded crossings. Therefore, to reduce the risks arising from the existence of this level crossing, a level crossing gate is made which is guarded by a level crossing gate guard. This serves to secure highway conditions if there is a train that will pass at the level crossing. In addition to accidents at level crossings, it can also cause congestion when trains pass through level crossings. One solution to the problem is the use of Concrete Level Crossing (CLC) as an alternative pavement at level crossings. The analysis carried out is calculating traffic performance, calculating the delay time, calculating the length of the queue of vehicles passing through the level crossing, analyzing the queue length and time of vehicles passing the JPL, analyzing the comparison of the number of accidents between JPLs using CLC and Asphalt and conducting a comparative analysis of technical requirements between CLC and Asphalt pavement. From the analysis, it was found that CLC pavement provides shorter delay time, provides faster speed time when vehicles pass through the level crossing, reduces the number of accidents, and meets the technical requirements compared to asphalt pavement.

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