PLANNING INSPECTION ROAD WITH FLEXIBLE PAVEMENT AT KALIMARAU AIRPORT BERAU - EAST KALIMANTAN
DOI:
https://doi.org/10.46491/icateas.v3i1.1910Keywords:
Inspection Road, Pavement Design Manual No.03/M/BM/2024, SKEP/347/XII/1999, Flexible pavement thickness, Budget PlanAbstract
Kalimarau Berau Airport is located in Teluk Bayur District, Berau Regency, East Kalimantan with coordinates 02°00'12 “N and 117°25'52 ”E. Kalimarau Berau Airport has a runway with a length of 2,250m x 45m. The absence of facilities that support aviation security and safety at Kalimarau Berau Airport, namely inspection roads, requires planning for the construction of inspection roads using flexible pavement to control the Limited Security Area. This Final Project uses the Road Pavement Design Manual No.03/M/BM/2024 method to determine the thickness of flexible pavement, then validated with SKEP/347/XII/1999. This inspection road planning is planned with a length of 4500 meters and a width of 3 meters. For the cost budget plan in this planning using the Berau Regency Basic Unit Price guidelines in 2022 and the Directorate General of Civil Aviation regulations (PM 78 of 2014). Based on the validation results, the thick value based on the provisions of SKEP / 347 / XII / 1999 obtained the total thickness of the flexible pavement of 0.95 meters with the type of work, namely HRS WC 0.5 m, Class S Crushed Stone Foundation Layer: 0.1 m, Class A Crushed Stone Foundation Layer (3 / 5) : 0.15 m, Class A Crushed Stone Foundation Layer (5/7): 0,2 m. The total budget plan required is Rp. 8,498,000,000.00 (Eight Billion Four Hundred Ninety Eight Million Rupiah).