Analisis Kinerja Ruas Jalan Terhadap Pusat Kuliner Kalimadu Kota Gorontalo

E.P. Masuara; Y. Kadir; I.M. Patuti

doi:10.22487/renstra.v3i2.435

Authors

E.P. Masuara Jurusan Teknik Sipil, Fakultas Teknik Universitas Negeri Gorontalo, Gorontalo, Indonesia 96583
Y. Kadir Jurusan Teknik Sipil, Fakultas Teknik Universitas Negeri Gorontalo, Gorontalo, Indonesia 96583
I.M. Patuti Jurusan Teknik Sipil, Fakultas Teknik Universitas Negeri Gorontalo, Gorontalo, Indonesia 96583

DOI:

https://doi.org/10.22487/renstra.v3i2.435

Keywords:

performance of roads, culinary center of Kalimadu, MKJI (1997)

Abstract

The development of traffic activities in the Kalimadu culinary center area is expected to attract vehicle movement in the area, causing generation and attraction. The purpose of this study is to analyze the performance of the road segment during the existing condition, during the operational period and in the post-operational period for the next 5 years. This research is located on Jalan Madura, Jalan Kalimantan, Jalan Irian, and Jalan Palu, Gorontalo City, which was carried out for three days of observation, namely Saturday, October 16 2021; Monday, October 18 2021; Thursday, October 21 2021 for 14 hours. starting at 06.00-20.00 WITA with time intervals of 15 minutes. Primary data is geometric data of roads, traffic volume, while secondary data is DED of Kalimadu culinary center and data on population of Gorontalo City. Road performance was analyzed using MKJI (1997). Based on the analysis of the performance of the road in the existing condition, the value of DS< 0.75 is obtained which indicates that the road segment can accommodate passing vehicles well where the ITP value is obtained "A", while during the operational period it causes trip generation and attraction due to activities from the central area. Kalimadu culinary delights which have an impact on the four roads, the results of the total towing trips are 189 vehicles/hour with ITP “A” on Jalan Palu and Jalan Irian, on Jalan Madura and Jalan Kalimantan, ITP “B” is obtained. In the post-operational period the results Analysis of the performance of Jalan Madura and Jalan Kalimantan there is an increase in traffic volume which affects the DS, where ITP is obtained "C".

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