Article Per Year (5 Year)
p-Index From 2021 - 2026
5.035
P-Index
This Author published in this journals
All Journal Teknika: Jurnal Sains dan Teknologi Semesta Teknika PENA SAINS Jurnal Teknik Sipil Journal of Advanced Civil and Environmental Engineering AGREGAT SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Jurnal Aplikasi Teknik Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Nusantara Science and Technology Proceedings International Journal of Eco-Innovation in Science and Engineering (IJEISE) International Journal of Engineering, Science and Information Technology Rekayasa: Jurnal Teknik Sipil Journal of Civil Engineering Science & Technology (CI-TECH) KERN : Jurnal Ilmiah Teknik Sipil Jurnal Talenta Sipil Composite: Journal of Civil Engineering RESLAJ: Religion Education Social Laa Roiba Journal Journal of Civil Engineering and Vocational Education Advance Sustainable Science, Engineering and Technology (ASSET)
Fatikasari, Aulia Dewi
Civil Engineering, Faculty Of Engineering, Universitas Pembangunan Nasional “Veteran” Jawa Timur, Surabaya 60294, Indonesia
Religion Agriculture, Biological Sciences & Forestry Astronomy Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

Published : 32 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 32 Documents
Search

 1   2   3   4 
Determine peak hour factor (PHF) based on road type and peak hour time on arterial roads for capacity analysis in East Surabaya Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar; Rizal, Rikki Sofyan; Wardhani, Primasari Cahya
Jurnal Teknika Vol 19, No 2 (2023): AVAILABLE ONLINE IN NOVEMBER 2023
Publisher : Faculty of Engineering, Universitas Sultan Ageng Tirtayasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36055/tjst.v19i2.21918

Abstract

The peak hour factor (PHF) is one of the important factors in planning a road. This factor is used to predict the traffic volume in the planned year of a road. So calculating this factor is very important in planning road capacity so that a road can serve traffic flows well during its design life. The Peak hour factor (PHF) value will vary for each region, each type of road, and each peak hour depending on the traffic flow on that road section. East Surabaya is an industrial and office center area so there are frequent fluctuations in traffic flow at certain hours. This research aims to analyze the Peak hour factor (PHF) value on the arterial road network system in East Surabaya based on road type and peak hour time. The methods used are traffic volume surveys, peak hour volume (PHV) calculations, peak hour factor (PHF) analysis, and residual capacity analysis. The results obtained from this research are that each road section has a different peak hour volume (PHV) time depending on the volume of traffic passing through that road. Apart from that, the type of road and the time peak volume occurs will differentiate the peak hour factor (PHF) value on a road section. Overall, the peak hour factor (PHF) value for arterial roads in East Surabaya with road type 6/2 D is in the range of 0.76-0.97 with an average of 0.91 and road type 4/2 in the range of 0.89 – 0.95 with an average of 0.93. 
Analisis Pengaruh Serbuk Besi Sebagai Substitusi Agregat Halus pada Lataston Lapis Aus (HRS-WC) Terhadap Kinerja Jalan Beraspal Nasrulloh, Moch; Sholichin, Ibnu; Fatikasari, Aulia Dewi
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.616

Abstract

Damage to flexible pavements is still commonly found in Indonesia. As technology develops, there is some research regarding using iron powder as an alternative replacement material for asphalt mixtures. This research used iron powder waste as a substitute for fine aggregate in Hot Rolled Sheet–Wearing Course with levels of 0%,15%,30%, and 45%. The purpose of this research to determine the Optimum Asphalt Content (OAC) and optimum percentage of iron powder waste addition as a substitute for fine aggregate to the indicator of Marshall test based on The General Specification of Bina Marga 2018 (Revision 2). Based on Marshall testing that has been carried out, the OAC values are 7,5% with an average of stability 2040,46 kg, flow 3,40 mm, MQ 600,24 kg/mm, voids in mix 4,69%, voids in mineral aggregate 18,30%, and voids filled with asphalt 74,39%. While the optimum percentage of iron powder value is 13% with an average of stability 2091,90 kg, flow 3,17 mm, MQ 662,79 kg/mm, voids in mix 3,92%, voids in mineral aggregate 17,59%, and voids filled with asphalt 77,72%. The result met the General Specification of Bina Marga 2018 (Revision 2). The addition of iron powder as a substitute for fine aggregate in HRS-WC is can increase stability but reduce air voids in the asphalt mixture.  This result makes the asphalt mixture more impermeable and plastic.
Analisis Perencanaan Ulang Alinyemen Horizontal dan Pelebaran Perkerasan Tikungan di Ruas Jalan Nasional Gumitir (STA 231+000 - STA 235+100) Utomo, Nugroho; Fatikasari, Aulia Dewi
Semesta Teknika Vol 26, No 1 (2023): MEI
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v26i1.18033

Abstract

Kematian dan kerusakan akibat kecelakaan jalan raya di tikungan lebih banyak dibandingkan jalan lurus. Tikungan tajam merupakan lokasi yang sangat rawan terjadi kecelakaan. Salah satu Jalan Nasional yang sering terjadi kecelakaan di bagian tikungan yaitu Jalan Raya Gumitir dengan tipe jalan 2/2 UD dengan lebar 6 meter. Menurut data kecelakaan lalu lintas pada tahun 2017-2020 terjadi 30 kejadian kecelakaan. Maka perlu adanya perencanaan ulang yang merujuk pada aspek keselamatan pengguna jalan pada bagian alinyemen Horizontal dan area tikungan yang membutuhkan pelebaran. Data yang dibutuhkan yaitu data geometri jalan eksisting dan peta topografi lalu dianalisis untuk perhitungan alinyemen Horizontal dan pelebaran jalan berdasarkan Tata Cara Perencanaan Geometrik Jalan Antar Kota Nomor 38/T/BM1997. Hasil analisis yaitu alinyemen horizontal sebanyak 23 tikungan dengan rincian 11 tikungan Spiral–Spiral(SS), 6 tikungan Full Circle(FC) dan 6 tikungan Spiral–Circle–Spiral(SCS) dan rata-rata pada setiap tikungan membutuhkan pelebaran sekitar 10 meter. 
Analysis Peak Hour Time of Highest Vehicle Volume on Several Roads in The East Surabaya Roads Area Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar; Rizal, Rikky Sofyan
Nusantara Science and Technology Proceedings 8th International Seminar of Research Month 2023
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4104

Abstract

The East Surabaya area is one of the industrial and office centers. The high activity of the people in the city of Surabaya will affect transportation mobility which is marked by the growth of road traffic volume which continues to increase rapidly. This area has a lot of community mobility to and from the East Surabaya area. This caused congestion on several roads. Congestion is the main problem of transportation in urban areas. At certain hours there is often a spike in traffic volume that exceeds the capacity of existing roads. This is related to the starting hours of activities in East Surabaya and the ending hours of activities from East Surabaya which coincide, causing traffic jams. The East Surabaya area is divided into two times when the traffic volume increases, namely morning and evening. Based on this, this study aims to determine when there is a spike in traffic volume. The method used is a traffic volume survey, looking for peak hour volume based on cur/hour units and determining when peak hours occur. The results showed that the highest volume in direction 1 during peak hour occurred on Friday in Jalan Panjang Jiwo with a volume of 5947 cur/hour and direction 2 occurred on Friday on Jalan Jemursari. The average time for an increase in traffic volume in the East Surabaya area in the morning is 07.00 to 08.35 and in the afternoon is 15.35-18.00.
Analysis Peak Hour Time of Highest Vehicle Volume on Several Roads in The East Surabaya Roads Area Aulia Dewi Fatikasari; Achmad Dzulfiqar Alfiansyah; Rikky Sofyan Rizal
Nusantara Science and Technology Proceedings 8th International Seminar of Research Month 2023
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4104

Abstract

The East Surabaya area is one of the industrial and office centers. The high activity of the people in the city of Surabaya will affect transportation mobility which is marked by the growth of road traffic volume which continues to increase rapidly. This area has a lot of community mobility to and from the East Surabaya area. This caused congestion on several roads. Congestion is the main problem of transportation in urban areas. At certain hours there is often a spike in traffic volume that exceeds the capacity of existing roads. This is related to the starting hours of activities in East Surabaya and the ending hours of activities from East Surabaya which coincide, causing traffic jams. The East Surabaya area is divided into two times when the traffic volume increases, namely morning and evening. Based on this, this study aims to determine when there is a spike in traffic volume. The method used is a traffic volume survey, looking for peak hour volume based on cur/hour units and determining when peak hours occur. The results showed that the highest volume in direction 1 during peak hour occurred on Friday in Jalan Panjang Jiwo with a volume of 5947 cur/hour and direction 2 occurred on Friday on Jalan Jemursari. The average time for an increase in traffic volume in the East Surabaya area in the morning is 07.00 to 08.35 and in the afternoon is 15.35-18.00.
Review Paper on the Level of Road Surface Damage in Mataram City Fatikasari, Aulia Dewi; Aryaseta, Bagas; Alfiansyah, Achmad Dzulfiqar
International Journal of Eco-Innovation in Science and Engineering (IJEISE) Vol. 5 No. 2 (2024): IJEISE
Publisher : UPN Veteran Jatim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/ijeise.v5i2.136

Abstract

In Mataram City, the capital of West Nusa Tenggara Province, many road sections have deteriorated, reducing road comfort, safety, and mobility efficiency. Typical forms of road damage, such as cracks, potholes, deformation, and surface wear, demand regular maintenance and repairs to extend road service life. This situation underscores the need for a thorough mapping of road pavement damage to provide a comprehensive overview of the road network’s condition and to support effective maintenance planning. The mapping of pavement damage in Mataram City is also expected to inform more effective decision-making in road management. This study aims to review previous research on pavement damage mapping and apply the findings to road sections in Mataram City. This empirical, data-driven approach is anticipated to provide a thorough perspective on pavement conditions and serve as a foundation for the local government’s efforts to create more effective and efficient road maintenance policies. This study employs a systematic literature review approach to analyze and synthesize existing research regarding pavement damage in road sections using the PCI and Binamarga Methods on Mataram City roads. This study is classified as qualitative research, focused on extracting and synthesizing information from academic papers. Based on the research results from several journal reviews, in the city of Mataram,, several roads still experience visual damage to the pavement surface, including cracking, depression, patching and utility cut patching, and potholes. In addition, the results show that several roads experience fair-level damage based on the PCI method, and some have less than 50% damage to the road surface based on the Binamarga method
Analysis of The Influence of Vehicle Overloading on The Remaining Life of The Road Plan Putri, Shafira Amalia; Sholichin, Ibnu; Fatikasari, Aulia Dewi
Composite: Journal of Civil Engineering Vol. 3 No. 2 (2024): Desember 2024
Publisher : University of Merdeka Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26905/cjce.v3i2.13274

Abstract

The Sidoarjo East Ring Road is one of the roads in Sidoarjo. Along it are industrial warehouses, which are the main route for heavy vehicles such as trucks carrying large commercial goods. The presence of trucks carrying large commercial goods passing through the Sidoarjo East Ring Road affects the condition of the planned road pavement. Therefore, this research needs to be carried out to find out how much influence overloading has on reducing the design life of the road. This research uses AASHTO 1993 guidelines. There are two types of data: secondary data in the form of average daily traffic and vehicle load data crossing the Sidoarjo East Ring Road and primary data in the form of average daily traffic. From the data obtained, the ESAL value, W18 value, truck factor value, and remaining life of the road plan can be calculated. Based on the data analysis that has been carried out, the standard ΣW18 values are 471678.71 to 3467360.95, and the ΣW18 overload in 2021 is 626066.63 to 4625156.45. If the truck factor value is >1, the Sidoarjo East Ring Road section is experiencing overload due to heavy vehicles. The percentage value of remaining life due to LHR and overload is 7.392%, and in overload conditions, there is a reduction in the planned life of the road by 0.8 years from the planned life of 5 years, where the planned life of the road will end in 2025, the second month since the road opened in 2021.
Comparison of Bored Pile Capacity Based on Analytical Design and Pile Load Test – A Case Study Putri, Karina Meilawati Eka; Fatikasari, Aulia Dewi; Wibisana, Hendrata
International Journal of Engineering, Science and Information Technology Vol 5, No 1 (2025)
Publisher : Malikussaleh University, Aceh, Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52088/ijesty.v5i1.659

Abstract

This paper presents a comparative study of bored pile ultimate capacity based on analytical design and field tests. The object of this analysis is the bored pile foundation of the Sei Alalak Bridge in Banjarmasin, Indonesia. The analytical design of pile ultimate capacity was carried out using the empirical methods provided by Reese and O'Neill (1988) and Meyerhof (1976). The calculation of pile ultimate capacity using the empirical method is based on SPT data from four boreholes representing soil data in the abutment, tower, and counterweight zones. Two pile load tests were used to validate the analytical design: pile driving analysis (PDA) and the bi-axial load test Osterberg Cell (O-Cell). The pile ultimate capacity from the empirical method is then compared to field tests regarding pile shaft resistance and end-bearing capacity. The analysis results indicate that the empirical methods tend to underestimate the pile's ultimate capacity by 30–60%. The results reveal that the Reese and O'neill (1988) empirical method generates a significantly lower pile ultimate capacity than Meyerhof (1976). This indicates that the Meyerhof (1976) method gives a closer result of pile ultimate capacity than the field test. On the contrary, the Reese and O'Neill (1988) method is more consistent with the PDA test results. As a result, in this study, the Reese and O'Neill (1988) method is preferred over the Meyerhof (1976) method for predicting the ultimate capacity of a bored pile since it has been demonstrated to be more reliable in estimating the pile's ultimate capacity.
Analisis Perbandingan Perencanaan Perkerasan Lentur Metode Bina Marga 2017 Dan AASHTO 1993 Dengan Menggunakan Program Kenpave Pada Frontage Road Waru-Buduran Sidoarjo (STA 0+000 – 9+400) Priambudi, Dimas Akbar; Sholichin, Ibnu; Fatikasari, Aulia Dewi
AGREGAT Vol 9 No 2 (2024): .
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v9i2.23856

Abstract

Pertumbuhan dan mobilitas penduduk yang bertambah akan mempengaruhi volume lalu lintas dan beban yang diterima oleh perkerasan jalan. Pada pembangunan Frontage Road Waru-Buduran, yang menghubungkan tiga kecamatan dengan panjang 9,4 kilometer digunakan perkerasan lentur, dimana perkerasan tersebut menggunakan aspal untuk mengikat campuran agegatnya dan memiliki karakteristik utama yang bersifat elastis. Pada penelitian ini akan dilakukan perbandingan perencanaan tebal perkerasan menggunakan Bina Marga 2017 dan AASHTO 1993, biaya dan program KENPAVE untuk menganalisis dampak beban lalu lintas terhadap tegangan dan regangan serta jenis kerusakan pada struktur jalan. Hasil pada penelitian ini menunjukkan bahwa tebal perkerasan menggunakan AASHTO 1993 membutuhkan 90 cm, sedangkan Bina Marga 2017 membutuhkan 63 cm dengan selisih biaya sebesar Rp 9,14 miliar menunjukkan bahwa metode Bina Marga 2017 dapat dikatakan lebih efisien dari segi ketebalan dan biaya. Dalam kontrol repetisi beban lalu lintas, kedua metode tersebut mampu mencapai umur rencana berdasarkan jenis kerusakan fatigue cracking dan rutting. Namun, analisis kerusakan permanent deformation menunjukkan bahwa bebana yang direncanakan melebihi kapasitas beban yang dapat ditanggung struktur perkerasan pada metode Bina Marga 2017 (19.991.072 ESAL) dan AASHTO 1993 (161.210.657 ESAL), yang mengindikasikan jalan tersebut akan mengalami kerusakan sebelum mencapai umur yang direncanakan.
DESAIN KETEBALAN PERKERASAN LENTUR RUAS JALAN NGEMBUL – BINANGUN MENGGUNAKAN METODE AUSTROADS 2017 Khofifah, Miladatul; Ibnu Sholichin; Aulia Dewi Fatikasari
Jurnal Teknik Sipil Vol 8 No 2 (2024): Jurnal Gradasi Teknik Sipil - Desember 2024
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v8i2.2404

Abstract

Ruas jalan Ngembul – Binangun, Kabupaten Blitar merupakan jalan di kawasan industri, wisata, serta dilewati jalur ke pantai selatan. Berdasarkan pengamatan di lapangan, ruas jalan tersebut sebelumnya sudah tidak dapat menahan beban yang melintasinya yaitu banyaknya volume truk dengan tonase tinggi bermuatan tebu yang menuju PT RMI (Rejoso Manis Indonesia). Akibat dari kerusakan jalan tersebut dapat menghambat distribusi hasil pertanian, mengganggu arus logistik, dan bahkan berdampak pada perekonomian lokal secara keseluruhan. Oleh karena itu, pada ruas jalan tersebut dilakukan perencanaan ulang perkerasan lentur. Tujuan dilakukannya penelitian ini yaitu untuk mendesain ulang ketebalan perkerasan lentur menggunakan metode Austroads 2017. Metode Austroads dapat digunakan untuk perencanaan jalan di Indonesia karena sama seperti Indonesia, Australia terletak di kawasan Pasifik yang memiliki beberapa kesamaan kondisi geografis dan iklim. Austroads dikembangkan oleh lembaga otoritas jalan di Australia untuk membuat mobilitas lebih aman dan lebih dapat diandalkan untuk semua pengguna, serta membuat infrastruktur transportasi yang berkelanjutan di masa mendatang. Hasil perhitungan didapatkan ketebalan lapis aus AC-WC sebesar 170 mm, ketebalan lapis Antara AC- sebesar 210 mm, ketebalan lapisan Pondasi Atas sebesar 170 mm, dan ketebalan lapisan Pondasi Bawah sebesar 180 mm.
Co-Authors Achmad Dzulfiqar Alfiansyah Alamsyah , Muhammad Ravianto Alfiansyah, Achmad Dzulfiqar Alfiansyah, Achmad Dzulfiqar Alfiansyah, Achmad Dzulfiqar Amrullah, Muhammad Khoirun Anhari , Rifka Zulvia Aryaseta, Bagas Aryaseta, Bagas Aziz, Shalwa Norendina Bagas Aryaseta Bagas Aryaseta Fandini, Reina Maulidiya Fernanda Arya Pramudya Hamizatul Hadiantati Harnan, Cahya Rafiyoga Hendi Bowoputro Hendrata Wibisana Ibnu Sholichin Ibnu Sholichin Jagad, Sulthanul Auliya Khofifah, Miladatul Kurniawati, Ignalia Nasrulloh, Moch Nia Dwi Puspitasari Nugroho Utomo Nur Aini Fauziyah Oktavia, Dini Pardi Sampe Tola Prastyanto, Catur Arif Priambudi, Dimas Akbar Primasari Cahya Wardhani Putra, Dwi Setiawan Putri, Karina Meilawati Eka Putri, Shafira Amalia Rikky Sofyan Rizal Risgun Alham Rizal, Rikki Sofyan Rizal, Rikky Sofyan Safinatun Naja, Atiyah Farah Sakinah Sakinah Sholichin, Ibnu Siti Zainab Solichin, Ibnu Syahrul Munir Widya Rachma Wulan Zahara, Nadhifha Aprillia Zakiyah Dania Billah Zulfar, Mochamad Ilham