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All Journal Jurnal Transportasi Journal of Engineering and Technological Sciences Teknisia Pondasi Journal of the Civil Engineering Forum Simposium II UNIID 2017 Civil Engineering Dimension Jurnal Manajemen Aset Infrastruktur dan Fasilitas Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Journal of Civil Engineering and Planning (JCEP) Journal of Innovative and Creativity
Latif Budi Suparma
Departemen Teknik Sipil Dan Lingkungan, Universitas Gadjah Mada
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Languange, Linguistic, Communication & Media Library & Information Science Mathematics Physics Social Sciences Transportation Other

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Analisis Pengembangan Geometrik Runway Bandar Udara Fatmawati Soekarno Kota Bengkulu Sheilla Silvia; Latif Budi Suparma; Suryo Hapsoro Tri Utomo
Journal of Civil Engineering and Planning (JCEP) Vol 2 No 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.5201

Abstract

Increasing economic growth requires the organizers of Fatmawati Airport to develop airside facilities. Along with these developments, it is deemed necessary to analyze the development of flexible pavement geometry in existing and future conditions, considering the runway as a place for several flight activities to occur. For this reason, the runway construction itself is capable of receiving and carrying aircraft loads that are appropriately planned. Therefore, this study aims to analyze the geometric development of flexible pavement on the Fatmawati Airport runway and the existing condition of the flexible pavement on the Fatmawati Airport runway, whether it can serve traffic loads until 2041. Analysis of geometric development on the runway is processed using the International Civil Aviation Organization (ICAO). The geometric development of the flexible pavement obtained is then compared with the existing conditions of Fatmawati Airport, Bengkulu City. Based on the runway analysis of Fatmawati Airport, the results of the geometric development of the International Civil Aviation Organization (ICAO) International Civil Aviation Organization (ICAO) rules for runway development should be lengthened by 209 m. These results indicate that the flexible pavement on the Fatmawati Airport runway cannot increase the aircraft load. Bengkulu traffic until 2041, so development is needed. However, the width of the runway has met the classification of 45 m, so there is no need for development.
ANALISIS VARIABEL PENGEMBANGAN PELABUHAN LAUT (PELABUHAN PENUMPANG) SEBAGAI BANDAR UDARA PERAIRAN UNTUK OPERASIONAL PESAWAT APUNG (SEAPLANE) DI INDONESIA Revo Rizki Aditiya; Bambang Triadmojo; Latif Budi Suparma
Pondasi Vol 27, No 2 (2022): Desember 2022
Publisher : UNISSULA Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/pondasi.v27i2.23099

Abstract

The operation of water aerodrome for seaplane operations in Indonesia is regulated within the scope of the minimum operational specifications of water aerodromes for serving seaplane with a maximum limit of 30 seats. The regulation provides only for planning in the air side and aviation safety, while in practice it also deals with the planning and development of sea or maritime transport on port, security and safety at the sea. The purpose of this study is to identify variables for the development of port (passenger port) so that they can be used as water airports for seaplane operations with security and safety aspects of shipping and aviation activities. The research was conducted using a qualitative method with a descriptive approach through observation regulation documents and semistructure interviews to 10 speakers from the Ministry of Transportation Indonesia, water airport operators, and community leaders. Based on the analysis of data, this research produces important variables in the development of port (passenger port) as water aerodrome for seaplane operations in Indonesia,  (1) need for specific laws and regulations, (2) need for a water airport authority, (3) the purpose of development by considering the categorization of shipping or maritime and aviation aspects.
Analisis Pengembangan Geometrik Runway Bandar Udara Fatmawati Soekarno Kota Bengkulu Sheilla Silvia; Latif Budi Suparma; Suryo Hapsoro Tri Utomo
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.5201

Abstract

Increasing economic growth requires the organizers of Fatmawati Airport to develop airside facilities. Along with these developments, it is deemed necessary to analyze the development of flexible pavement geometry in existing and future conditions, considering the runway as a place for several flight activities to occur. For this reason, the runway construction itself is capable of receiving and carrying aircraft loads that are appropriately planned. Therefore, this study aims to analyze the geometric development of flexible pavement on the Fatmawati Airport runway and the existing condition of the flexible pavement on the Fatmawati Airport runway, whether it can serve traffic loads until 2041. Analysis of geometric development on the runway is processed using the International Civil Aviation Organization (ICAO). The geometric development of the flexible pavement obtained is then compared with the existing conditions of Fatmawati Airport, Bengkulu City. Based on the runway analysis of Fatmawati Airport, the results of the geometric development of the International Civil Aviation Organization (ICAO) International Civil Aviation Organization (ICAO) rules for runway development should be lengthened by 209 m. These results indicate that the flexible pavement on the Fatmawati Airport runway cannot increase the aircraft load. Bengkulu traffic until 2041, so development is needed. However, the width of the runway has met the classification of 45 m, so there is no need for development.
Analisis Geometrik Landas Pacu Bandar Udara Mutiara Sis Al Jufri Femilia Pabimbin Salle; Latif Budi Suparma; Suryo Hapsoro Tri Utomo
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 2 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i2.5339

Abstract

The increase in population and economy is in line with the demand for movement to palu area and also from Palu to other areas using air transportation. Mutiara Sis Al Jufri Airport is one of the gateways to Central Sulawesi. Therefore, runway pavements should be able to receive the largest planned aircraft from the farthest planned route. This study aims to analyze the geometric development of runway pavement of Mutiara Sis Al Jufri Airport. The process of geometric analysis of runways using the ICAO (International Civil Aviation Organization) method using Boeing 737-900 ER as a planned aircraft, the results of the analysis were then evaluated against the existing geometric conditions of runway pavement Mutiara Sis Al Jufri Airport. Based on the results of the analysis obtained the results of the length of the runway with boeing 737-900 ER planned aircraft of 3019 m. Therefore, it is necessary to development on the runway of Mutiara Sis Al Jufri Airport of 769 m in order to serve the plan aircraft optimally without any restrictions on the weight of the aircraft. At runway width, runway shoulder, runway strip, RESA and stopway do not need to be developed because it has met ICAO rules.
ANALISIS PERBANDINGAN MODEL KERUSAKAN PERKERASAN LENTUR ANTARA MDPJ 2024 SERTA ASPHALT INSTITUTE DAN AASHTO MEPDG Kevin Briant Pasaribu; Taqia Rahman; Latif Budi Suparma
Journal of Innovative and Creativity Vol. 6 No. 1 (2026)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Flexible pavement plays a critical role in supporting economic growth and connectivity. However, overloading heavy vehicles accelerates structural damage such as fatigue cracking and rutting. This study aims to compare the damage prediction models of the 2024 Manual Desain Perkerasan Jalan (MDPJ), Asphalt Institute, and AASHTO MEPDG using KENPAVE simulation across four road classifications in Indonesia. A quantitative descriptive method was employed, analyzing design data from MDPJ 2024, with purposive sampling representing varied traffic loads. KENPAVE software provided horizontal and vertical strain outputs essential for damage calculations via transfer functions of the three models. Results indicated that MDPJ 2024 predicts higher Equivalent Single Axle Load (ESAL) values for fatigue cracking and rutting than international methods, showing optimistic durability estimations. However, differences in permanent deformation predictions, especially compared to AASHTO MEPDG, suggest the need for local calibration. The study concludes that while all models identify fatigue cracking as the dominant failure mode, calibration with field data is essential to validate predictions and optimize pavement design. Future research should focus on empirical validation and environmental factors to improve the national design standards. These findings support enhancing pavement life and cost-efficiency for Indonesia's infrastructure management.
Analisis Perbandingan Model Kerusakan Perkerasan Lentur Antara MDPJ 2024 Serta ASPHALT Institute Dan AASHTO MEPDG Kevin Briant Pasaribu; Taqia Rahman; Latif Budi Suparma
Journal of Innovative and Creativity Vol. 6 No. 1 (2026)
Publisher : Fakultas Ilmu Pendidikan Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Flexible pavement plays a critical role in supporting economic growth and connectivity. However, overloading heavy vehicles accelerates structural damage such as fatigue cracking and rutting. This study aims to compare the damage prediction models of the 2024 Manual Desain Perkerasan Jalan (MDPJ), Asphalt Institute, and AASHTO MEPDG using KENPAVE simulation across four road classifications in Indonesia. A quantitative descriptive method was employed, analyzing design data from MDPJ 2024, with purposive sampling representing varied traffic loads. KENPAVE software provided horizontal and vertical strain outputs essential for damage calculations via transfer functions of the three models. Results indicated that MDPJ 2024 predicts higher Equivalent Single Axle Load (ESAL) values for fatigue cracking and rutting than international methods, showing optimistic durability estimations. However, differences in permanent deformation predictions, especially compared to AASHTO MEPDG, suggest the need for local calibration. The study concludes that while all models identify fatigue cracking as the dominant failure mode, calibration with field data is essential to validate predictions and optimize pavement design. Future research should focus on empirical validation and environmental factors to improve the national design standards. These findings support enhancing pavement life and cost-efficiency for Indonesia's infrastructure management
Dampak Perkembangan Pariwisata Pulau Lombok terhadap Pengembangan Bandar Udara Internasional Lombok: The Impact of Lombok Island Tourism Development on the Development of Lombok International Airport Putu Agus Valguna; Dewanti; Latif Budi Suparma
Jurnal Manajemen Aset Infrastruktur & Fasilitas Vol 4 No 3 (2020): Jurnal Manajemen Aset Infrastruktur & Fasilitas
Publisher : Departemen Teknik Sipil ITS

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Abstract

Pulau Lombok dan Bali telah ditetapkan menjadi pintu gerbang pariwisata nasional dalam MP3EI Koridor V, sehingga membuat pariwisata yang tumbuh begitu pesat menyebabkan berkembangnya industri penerbangan yang berdampak pada bertambahnya jumlah penumpang pesawat udara. Penelitian ini bertujuan untuk menganalisis dampak pariwisata dalam hal ini jumlah wisatawan terhadap pengembangan Bandar Udara Internasional Lombok. Penelitian ini dimulai dengan mengumpulkan data primer, berupa data occupancy time kedatangan maupun keberangkatan, dan data tipe pesawat. Data sekunder terkait wisatawan dan bandar udara. Peramalan jumlah penumpang dengan menggunakan metode tren dan ekonometri kemudian untuk pengembangan bandar udara dilakukan pada fasilitas sisi udara dan darat, untuk sisi udara berupa kapasitas runway dan sisi darat berupa kapasitas terminal penumpang, metode yang digunakan untuk kapasitas runway adalah formula perhitungan ultimate capacity, sedangkan untuk kapasitas terminal menggunakan SNI-03-7046-2004. Hasil analisis menunjukkan bahwa perkembangan pariwisata di Lombok berpengaruh terhadap pengembangan bandar udara baik pada sisi udara maupun sisi darat. Pada sisi udara, kebutuhan kapasitas runway mengalami peningkatan sebesar 70% untuk tahun 2028, dengan rincian kapasitas runway yang dibutuhkan dahulu tanpa pengaruh kunjungan wisatawan adalah 6 pesawat per jam dengan pengaruh kunjungan wisatawan adalah 20 pesawat per jam. Untuk sisi darat, terminal penumpang mengalami kekurangan dalam luas sebesar 39% antara kebutuhan di tahun 2028 dan luasan terminal penumpang saat ini, dengan rincian kekurangan luasan pada hall keberangkatan sebesar 2.142 m2 , ruang tunggu keberangkatan sebanyak 735 m2 , hall kedatangan sebanyak 1.255 m2 , fasilitas toilet keberangkatan sebanyak 135 m2, dan fasilitas toilet kedatangan sebanyak 88 m2.
Pengaruh Sebaran Tack Coat Jenis CRS-1 dan CRS-1P Pada Interface Shear Strength Antar Lapisan AC-BC: The Effect of The Distribution of CRS-1 and CRS-1P Tack Coat on Interface Shear Strength Between AC-BC Layers Triono Gonggang; Latif Budi Suparma; Agus Taufik Mulyono
Jurnal Manajemen Aset Infrastruktur & Fasilitas Vol 10 No 3 (2026): Jurnal Manajemen Aset Infrastruktur & Fasilitas
Publisher : Departemen Teknik Sipil ITS

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Abstract

Seiring Prasarana transportasi seperti jalan raya merupakan hal yang sangat penting untuk diperhatikan, kondisinya dapat menahan beban dan dapat dilalui oleh kendaraan berat maupun ringan. Keberagaman jenis kendaraan mengenai teknologi dan bobot kendaraan serta faktor cuaca yang selalu berubah-ubah disetiap tahun, mendorong usaha dalam inovasi pada bidang perkerasan jalan untuk semakin berkembang dan memberi jawaban terhadap masalah yang terjadi. Penelitian ini membahas pengaruh sebaran tack coat dan tipe tack coat pada lapis antar perkerasan dengan pengujian geser di laboratorium, serta dengan program BISAR 3.0 sebagai pembanding untuk mencari tegangan geser yang dibutuhkan pada perkerasan sehingga dapat diketahui sebaran tack coat yang optimum. Berdasarkan hasil penelitian menunjukkan bahwa sebaran tack coat mempengaruhi kuat geser pada lapis antar perkerasan, nilai uji geser tack coat CRS-1 sebaran 0,2 l/m2 sebesar 1,0 MPa dan nilai uji geser tack coat CRS-1P sebaran 0,2 l/m2 sebesar 1,023 MPa. Nilai-nilai tegangan geser ini telah memenuhi tegangan geser yang dibutuhkan berdasarkan analisis dengan program BISAR 3.0 adalah sebesar 0,4372 MPa.
Co-Authors Agus Taufik Mulyono Agus Taufik Mulyono Bambang Triadmojo Dewanti Dewanti Dewanti Don Gaspar Noesaku da Costa Edward Ngii Fajar Fauziah Sukamto Femilia Pabimbin Salle Hasmiati Hasmiati Kevin Briant Pasaribu Kevin Briant Pasaribu Laely Fitria Hidayatiningrum Muhammad Ernadi Ramadhan Putu Agus Valguna Putu Agus Valguna Revo Rizki Aditiya Sheilla Silvia Siti Malkhamah Syifa Hapsari Khaerunnisa Taqia Rahman Triono Gonggang Wimpy Santosa