Priority Management of Regency Roads Using Multi Criteria Analysis (MCA) Method on Aceh Besar Regency Roads

Aceh Besar Regency has 629 toll roads with a total length of 1,279.44 km. The condition of road stability reached 678.62 km (53.04%) and the unstable road reached 600.83 km (46.96%). The length of the road is not stable with the tendency of budget constraints each year in the road sector, then Aceh Besar Regency takes several years to complete the road handling program completely. Considering that the Government of Aceh Besar Regency for the allocation of APBK in 2019 is only able to handle 3 sections, the 12 proposed proposals for handling APBK allocation in 2020 need to look for priority handling. This study aims to identify the dominant criteria that need to be considered in the handling of roads and roads that are the priority order for handling in Aceh Besar Regency. The Aceh Besar Regency road sections reviewed are 3 sections that are being handled in 2019 and 12 that are proposed for handling in 2020. This study uses a quantitative method approach by observing vehicle traffic volumes and distributing questionnaires. Respondents were addressed to 10 stakeholders in Aceh Besar Regency. Road handling priorities are used in Multi-Criteria Analysis (MCA), where the criteria reviewed are road damage, land use, accessibility, traffic volume, and APBK allocation. The results of the study showed that the dominant criteria that need to be considered in handling roads in Aceh Besar Regency are road damage criteria with an average criteria weight of 0.40. Road sections that become priority handling in Aceh Besar Regency with an alternative performance value (Pi) > 5, there are 7 sections, namely Sp. Mata Ie - Indrapuri road sections with a Pi value of 6.45, Sp. Cot Paya - Lambitra road sections with a Pi value of 5.94, Lampeuneurut - Peukan Biluy road sections with a Pi value of 5.82, Lampakuk - Keumiree Road section with a Pi value of 5.75, Sibreh - Peukan Biluy Road section with a Pi value of 5 , 21, Lamteh - Lambadeuk road sections with a Pi value of 5.16, and Sp. Tumbo Baro - Reukih road sections with a Pi value of 5.06.