PERENCANAAN PELEBARAN JALAN AKSES PKP-PK DI BANDAR UDARA FRANS SALES LEGA RUTENG, NUSA TENGGARA TIMUR

Bandar Udara Frans Sales Lega Ruteng berperan penting dalam
menunjang konektivitas transportasi udara di wilayah Nusa Tenggara Timur.Namun, kondisi jalan akses menuju area operasional pesawat, khususnya bagi kendaraan tanggap darurat seperti PKP-PK (Pertolongan Kecelakaan Penerbangan
dan Pemadam Kebakaran), belum memenuhi standar teknis yang berlaku. Hal ini dapat memperlambat respons dalam situasi darurat dan mempengaruhi efektivitas operasional di lingkungan bandara. Oleh sebab itu, penelitian ini memiliki urgensi tinggi sebagai bagian dari upaya perbaikan infrastruktur darat untuk mendukung keselamatan dan kelancaran operasional bandara. Penelitian ini bertujuan untuk merancang pelebaran jalan akses PKP-PK berdasarkan pedoman teknis terkini, yaitu Manual Desain Perkerasan Jalan
No.03/M/BM/2024. Metodologi penelitian melibatkan pengumpulan data primer seperti volume Lalu Lintas Harian Rata-rata (LHR), jenis kendaraan operasional,dan data sekunder berupa nilai CBR tanah. Analisis dilakukan untuk menentukan kebutuhan dimensi jalan dan perencanaan struktur perkerasan lentur yang sesuai.Hasil studi menunjukkan bahwa struktur perkerasan jalan yang dirancang meliputi lapisan AC-WC setebal 5 cm, Lapis Pondasi Atas (Class A) setebal 10
cm, Lapis Pondasi Bawah (Class B) setebal 15 cm, dan lapisan tanah dasar setebal 20 cm. Total biaya pembangunan diperkirakan mencapai Rp. 728.134.000,00 (Tujuh Ratus Dua Puluh Delapan Juta Seratus Tiga Puluh Empat Ribu Rupiah).
Penelitian ini memberikan kontribusi dalam bentuk rancangan teknis yang tidak hanya mematuhi ketentuan peraturan, tetapi juga memperhatikan efisiensi dan kesiapsiagaan kendaraan darurat. Diharapkan hasil perencanaan ini dapat dijadikan acuan dalam pengembangan infrastruktur serupa di bandar udara lainnya.
Kata kunci : Jalan Akses, Manual Desain Perkerasan Jalan , Tebal Perkerasan Lentur, Rencana Anggaran Biaya, Lalu Lintas
Harian(LHR)
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Frans Sales Lega Airport in Ruteng plays a crucial role in supporting air transportation connectivity in the East Nusa Tenggara region. However, the existing condition of the access road leading to the aircraft operational area,
particularly for emergency response vehicles such as PKP-PK (Aircraft Accident Rescue and Firefighting), does not yet comply with applicable technical standards. This shortcoming can delay response times during emergencies and affect overall airport operational efficiency. Therefore, this study is considered urgent as part of efforts to improve ground infrastructure that supports both safety and operational reliability at the airport.The objective of this research is to design the widening of the PKP-PK access road based on the latest technical guidelines, namely the Pavement Design Manual No.03/M/BM/2024. The research methodology involves collecting primary data such as Average Daily Traffic (ADT) volume and types of operational vehicles, as well as secondary data such as soil CBR values. The analysis focuses on determining the necessary road dimensions and planning a suitable flexible pavement structure.The study results show that the designed pavement structure includes a 5 cm thick AC-WC layer, a 10 cm Class A base course, a 15 cm Class B sub-base course, and a 20 cm subgrade layer. The total estimated construction cost is IDR.728,134,000.00 (Seven Hundred Twenty Eight Million One Hundred Thirty Four Thousand Rupiah). This research contributes by providing a technical design that not only complies with regulatory standards but also takes into account the efficiency and readiness of emergency vehicles. The proposed design is expected to serve as a reference for developing similar infrastructure at other airports.
Keywords : Access Road, Pavement Design Manual , Flexible Pavement Thickness, Budget Plan, Daily Traffic (LHR)