EVALUATION AND RECOMMENDATIONS FOR DESIGN DEVELOPMENT OF AIRSIDE FACILITIES AT JUANDA INTERNATIONAL AIRPORT SURABAYA

• Main Author: Amelie Tasnisa, Rose
• Format: Final Project
• Language: Indonesia
• Subjects: Teknik sipil
• Online Access: https://digilib.itb.ac.id/gdl/view/82307
• Institution: Institut Teknologi Bandung

Juanda International Airport is the third busiest airport in Indonesia, serving as the main gateway to East Java for both domestic and international flights. At the beginning of 2024, Juanda Airport added five new routes, increasing from 30 to 35 flight routes. As a result, the number of passengers is expected to continue rising in the coming year, along with the increasing demand for movement. The high demand for movement through Juanda Airport has led to overcapacity issues at the airport, necessitating the evaluation and development of airside facilities. The evaluation of existing conditions and the development of airside facilities refer to standards published by ICAO (International Civil Aviation Organization) and FAA (Federal Aviation Administration). The procedures for evaluation and development begin with projecting passenger movements and aircraft movements for the next 20 years. The evaluation and development of airside facilities include the runway, taxiway, and apron, followed by the design of their pavement structures. The pavement structure design involves developing two design scenarios: one for reconstruction and one for overlay, using software tools such as FAARFIELD 2.1 and COMFAA 3.0. This is followed by the design of joints for rigid pavements, marking design for airside facilities, and the calculation of the Bill of Quantity (BOQ). The critical aircraft operating at Juanda International Airport in the planned year is the Boeing 777-300 ER. In the planned year, it is determined that there is a need for extending the geometry of the runway and taxiway, as well as expanding the apron. In terms of pavement, improvements are necessary on several segments of the runway, the northern taxiway, and the apron. Based on the Bill of Quantity (BOQ) calculations, it is found that the second pavement structure design scenario (overlay) results in a lower total cost compared to the first pavement structure design scenario (reconstruction) for the same service life of 20 years, amounting to Rp1,261,267,650,446.03.