PENINGKATAN KINERJA SIMPANG TAK BERSINYAL PADA SIMPANG KLASEMAN DI KABUPATEN PROBOLINGGO

DAFFY NAUFAL SYAUQI SALMAN, DAFFY (2024) PENINGKATAN KINERJA SIMPANG TAK BERSINYAL PADA SIMPANG KLASEMAN DI KABUPATEN PROBOLINGGO. Diploma thesis, POLITEKNIK TRANSPORTASI DARAT INDONESIA-STTD.

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Abstract

Transportation that is equipped with adequate infrastructure and facilities is very important to reduce conflicts and traffic jams. Road intersections are meeting points for traffic flows from various directions that are prone to conflicts and accidents and have the potential to cause material loss and loss of life. Probolinggo Regency is a district that has a lot of passenger and goods transportation. At the unsignalized intersection, Simpang Klaseman is one of the intersections that this route passes and has quite a high volume of vehicles whose performance needs to be improved. This research aims to evaluate the performance of unsignalized intersections based on the 2023 Indonesian Road Capacity Guidelines (PKJI) and analyze strategies to improve their performance. Determining intersection control uses the Australian Road Research Board method, while service levels are measured based on traffic flow delays at each leg of the intersection in accordance with service standards from Minister of Transportation Regulation 96 of 2015. The results of the performance analysis show that in the current conditions the degree of saturation (DJ) value is 0.88, the queue opportunity value ranges from 31-61%, and has a delay value of 15.06 seconds/pcu. So it can be seen that the level of service based on delay is C. To increase the capacity of the intersection, several alternatives can be used, namely by installing APILL with 2 phases, 2 phases with widening the major road geometry, 3 phases with widening the major road geometry, and 4 phases with widening major road geometry. The simulation of increasing intersection capacity with the four alternatives resulted in two-phase APILL producing a delay of 24.79 sec/pcu, for the second alternative two-phase APILL with widening of the major road geometry producing a delay of 14.82 sec/pcu, for the third alternative namely installing APILL with three phases with widening of the major road geometry, it produces a delay of 37.57 sec/pcu, and for the fourth alternative, namely the installation of APILL with four phases with widening of the major road geometry, it produces a delay of 46.71 sec/pcu. Apart from that, this intersection does not yet have road equipment and infrastructure. Keywords: Intersection, Level Of Service, Performance

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• PENINGKATAN KINERJA SIMPANG TAK BERSINYAL PADA SIMPANG KLASEMAN DI KABUPATEN PROBOLINGGO. (deposited 27 May 2025 02:04) [Currently Displayed]
  • PENINGKATAN KINERJA SIMPANG TAK BERSINYAL PADA SIMPANG KLASEMAN DI KABUPATEN PROBOLINGGO. (deposited 21 Feb 2025 06:59)

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