Pengaruh Hambatan Samping Terhadap Kinerja Ruas Jl. MT. Haryono Malang

  • Rifky Aldila Primasworo Prodi Teknik Sipil, Fakultas Teknik, Universitas Tribhuwana Tunggadewi Malang
  • Ilyasanti Tresna Kurniati Manggarai-Ruteng, Nusa Tenggara Timur
Keywords: VOLUME, KAPASITAS, HAMBATAN SAMPING, KINERJA JALAN

Abstract

This study aims (1) to determine the performance of the MT road. Haryono (2) To find out how much influence the side barriers have on the performance of traffic flow on the MT road. Haryono Malang (3) To find out alternative solutions in improving road performance MT. Haryono. The results obtained are (1) the capacity with side barriers is 2191.372 pcu/hour and without side barriers is 2699.0735 pcu/hour. The rate of increase in road capacity without side barriers is 81.18%. The level of road service with side barriers on Sunday 18 April 2021 in the morning LOS 0.75 service level C, in the afternoon and also in the evening LOS 0.87 service level D and without side obstacles in the morning LOS 0.61 service level B, on in the afternoon LOS 0.70 and in the evening LOS 0.71 service level C. Service level for roads with side barriers on Monday 19 April 2021 in the morning LOS 0.78 service level C, at noon LOS 0.97 and afternoon LOS 0. 96 with service level E and without side barriers in the morning LOS 0.63 service levels B, in the afternoon LOS 0.79 and in the evening LOS 0.78 service levels C. Road service levels with side barriers on Friday 23 April 2021 in the morning LOS 0.85 service level D, during the day LOS 1.00 service level E and also in the afternoon LOS 0.97 service level E and without side barriers in the morning LOS 0.69 service level B, during the day LOS 0.81 service level D and also afternoon LOS 0.79 service level C (2) The effect of side resistance is 99.9%. Adjusted R Square of 0.999, which means that X1, X2, X3, and X4 explain Y by 99.9% the rest is influenced by other factors with the highest volume occurring on Monday afternoon at 1068.3 pcu/hour (3) Solutions to problems happened on Jl. MT. Haryono Malang From the results of MKJI analysis for urban roads 2/2UD has a capacity of 2900. The results obtained are road capacity with side barriers 2191.327 < 2900 and without side barriers 2699.0735 < 2900, the solution that can be planned is to improve segment performance. roads with traffic flow regulation, without increasing road capacity. Parking orders/ban signs, vehicle tire locking, vehicle transfer by towing to an official parking lot or to a vehicle storage area provided by the local government, parking rates in shopping centers are increased.

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Published
2022-03-23