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All Journal Jurnal Teknik Sipil AGREGAT Menara: Jurnal Teknik Sipil Rekayasa: Jurnal Teknik Sipil Jurnal Al Ulum: LPPM Universitas Al Washliyah Medan KERN : Jurnal Ilmiah Teknik Sipil Jurnal Talenta Sipil Composite: Journal of Civil Engineering Sustainable Civil Building Management and Engineering Journal Journal of Civil Engineering and Vocational Education
Sholichin, Ibnu
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

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Runway Pavement Design using the Federal Aviation Administration Method Yulfah, Gebi Aini; Sholichin, Ibnu; Utomo, Nugroho
CIVED Vol. 10 No. 3 (2023): September 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i3.27

Abstract

Dhoho International Airport is a new airport located in Kediri Regency, East Java Province, which is built on an area of + 454.5 hectares with a runway length of 3300 m and a width of 45 m. According to its hierarchy, Dhoho Kediri International Airport is a feeder airport (spoke). The B777-300ER aircraft is planned to operate at Dhoho International Airport with a plan life of 10 years which has a subgrade CBR value of 6%. The purpose of this research is to determine the thickness of flexible pavement on the runway of Dhoho Kediri International Airport using the FAA method. In determining the thickness of the runway flexible pavement using the FAA method is influenced by the number of annual departures of aircraft, the MTOW value of aircraft and the CBR value of the subgrade. To determine the annual number of aircraft departures at the new airport, it is necessary to forecast the number of passengers by considering the number of passengers at the nearest airport. Based on data analysis in this study, the total thickness of runway flexible pavement at Dhoho International Airport using FAA method is 102 cm with details of surface thickness of 13 cm, base course thickness of 56 cm, and subbase thickness of 33 cm.
ANALISIS DAMPAK LALU LINTAS AKIBAT AKTIFITAS PADA KAWASAN PASAR TURI BARU SURABAYA Hapsari, Yunita Tri; Sholichin, Ibnu; Estikhamah, Fithri
AGREGAT Vol 9 No 1 (2024)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v9i1.21282

Abstract

The increase in road traffic has caused traffic jams in the market area of New Turi Surabaya. The traffic jams on this street were caused by visitors' exits to the Surabaya New Turi Market. In this study on traffic impact analysis was carried out to find out the performance of bridges, side obstacles, level of service in the area of New Turi Market Surabaya. This study uses the intersection method guided by the 2014 Indonesian Road Capacity Guidelines (PKJI) on Traffic Signalling Tool Abnormalities. (APILL). This research was conducted for a week in busy hours. From the results of the calculation of traffic performance, obtained the saturation degree (DJ) Highway Dupak by 0.91, Market Road Turi by 0,93, Tembaan Road by 0.89, Semarang Road by 0.091. Whereas for saturation degrees (dJ) with APILL in the conditions of existing Road Dupak By 0.93 and the average delay (T) = 36.96 seconds/skr, Market Street Turi was 0.92 and the mean delay(T) was 49.76 seconds/sk, Tembaan Street was 0.89 and the medium delay was (T)) = 40.34 seconds/kr, Semarang Street was (0.93 and average delays(T)) was (49.02 seconds/sek). The highest saturation degree (DJ) is 0.93 with the level of service (LOS) E, because the area belongs to the crowded and center of market activity and the density of traffic flows.
KAJIAN PERUBAHAN NILAI EMP TERHADAP KINERJA RUAS JALAN PERKOTAAN BERDASARKAN PKJI 2023 Safinatun Naja, Atiyah Farah; Sholichin, Ibnu; Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar
Jurnal Teknik Sipil Vol 9 No 2 (2025): Jurnal Gradasi Teknik Sipil - Desember 2025
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v9i2.14374

Abstract

Setiap ruas jalan mempunyai perilaku lalu lintas yang mempengaruhi nilai emp (ekivalensi mobil penumpang). Emp merupakan satuan arus lalu lintas dari berbagai jenis kendaraan yang diubah menjadi kendaraan ringan (termasuk mobil penumpang) dengan pemilihan faktor emp. Transfigurasi angka emp akibat transfigurasi perilaku lalu lintas mempengaruhi tindakan yang diambil untuk peningkatan kapasitas jalan saat ini. Ruas Jalan Dr. Ir. Soekarno merupakan kawasan komersial sehingga memiliki karakteristik dengan tingginya jumlah kendaraan dan perilaku pengemudi kendaraan yang cenderung menggunakan kecepatan diatas rata-rata dibandingkan dengan ruas jalan lainnya. Ruas Jalan Dr. Ir. Soekarno merepresentasikan dari banyaknya ruas jalan yang ada di Surabaya, sehingga ruas Jalan Dr. Ir. Soekarno dapat dijadikan lokasi penelitian guna mendapatkan angka emp dengan keadaan saat ini. Hasil perhitungan emp SM dan KS menggunakan metode rata-rata time headway termodifikasi yaitu 0,15 dan 1,16. Nilai tersebut lebih kecil dibandingkan dengan nilai emp berdasarkan PKJI 2023 sebesar 0,25 dan 1,2. Nilai Dj yang dihitung menggunakan emp SM dan KS terkoreksi bernilai 80%-85% lebih kecil dibandingkan nilai DJ yang dihitung menggunakan emp SM dan KS berdasarkan PKJI 2023.  Perbedaan nilai emp SM dan KS berimplikasi pada kinerja ruas jalan. Sehingga akan mempengaruhi manajemen pemeliharaan lalu lintas berupa biaya pemeliharaan maupun pengambilan keputusan
Co-Authors Achmad Dzulfiqar Alfiansyah Aditya Eka Putra, Aditya Eka Alfarikhi, Mufid Badghey, Achmad Chulbuddin Citrawati, Dwi Fatikasari, Aulia Dewi Fithri Estikhamah Hafiza, Nur Laili Hapsari, Maharanny Wahyu M. Yogi Riyantama Isjoni Masliyah Misela, Adinda Munsyi, Yauri Yusuf Nasrulloh, Moch Nugroho Utomo Prasodjo, Kevin Daffarial Prastiawan, Anfirdan Taufan Pratama, Irsyadul Ibad Priambudi, Dimas Akbar Purnomo, Farid Eko Putri, Shafira Amalia Safinatun Naja, Atiyah Farah Syah, Raden Muhammad Azhar Ardlin Yulfah, Gebi Aini Yunita Tri Hapsari Zahara, Nadhifha Aprillia