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All Journal Semesta Teknika 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
Fatikasari, Aulia Dewi
Universitas Pembangunan Nasional “Veteran” Jawa Timur
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Comparison of Stress-Strain Relationship for Confined Concrete Using Two-Dimensional Fiber-Based Cross-Sectional Analysis Nia Dwi Puspitasari; Aulia Dewi Fatikasari
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 4, No 2 (2021): October
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.4.2.93-103

Abstract

Stress-strain relationship is the main parameter to identify the strength, ductility and behavior of the structure. Various constitutive models were created in order to simplify the analytical approach of concrete behavior. In this paper, the behavior of reinforced concrete column is modeled using Attard and Setunge’s (1996) and Mander’s (1988) stress-strain constitutive model. The appropriate model for reinforced concrete column was determined based on the existing experimental data. Two-dimensional simulation of reinforced concrete column using fiber-based cross-sectional analysis in MATLAB is sighted. And the performance of the reinforced concrete column from the experimental data is compared with the analysis result from the simulation. There are two comparation methods used in this research. The first method is to compare the linear regression with the reference line. The smallest degree between the linear regression and the referrence line is expected. The second method is to compare the Root Mean Square Defiation (RMSD) value. The smallest RMSD value is expected to get the most suitable constitutive model compared to the experimental data. From the computational process, it was found that Mander’s Constitutive model is preferaed to be used in further analysis problem concerning reinforced concrete column
Analisis Tingkat Kerusakan Jalan Menggunakan Metode PCI Untuk Mengevaluasi Kondisi Jalan Raya Cangkring, Kecamatan Krembung, Kabupaten Sidoarjo Aulia Dewi Fatikasari
AGREGAT Vol 6, No 2 (2021)
Publisher : Universitas Muhammadiyah Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30651/ag.v6i2.10361

Abstract

AbstractA good road will heed the comfort and safety factors, such as its pavement conditions. Cangkring Road is an area where factories are operating and is close to the toll entrances and exits, therefore this causes this road to be frequently traverse by heavy vehicles. Cangkring road appears to have some pavement damage such as potholes, bleeding, depression, cracks, and various other types of damage. Damage to roads needs to be taken seriously and one way to maintain the quality of road services is to evaluate the condition of the road surface. The stage in revaluing road conditions is to conduct an assessment of the existing road conditions. This study aims to determine the condition of the road surface by making visual observations on Cangkring Road. The method applied is the Pavement Condition Index (PCI) method. This study was conducted to identify the type of damage, to determine the percentage of damage and to determine the index value of the surface condition of the flexible pavement section on Cangkring Road, Krembung Sub-district, Sidoarjo District. From the results of the study, it was found that the Pavement Condition Index (PCI) of Cangkring Road was 18,4, indicating that there's a failure in the pavement condition. The applicable repair for handling this matter is by road reconstruction. Keywords: Road Damage, Road Pavement Condition, Pavement Condition Index (PCI) Method  AbstrakJalan merupakan prasarana transportasi darat yang menghubungkan satu daerah dengan daerah lainya. Jalan yang baik akan memperhatikan faktor kenyamanan dan keamanan, salah satunya yaitu kondisi perkerasan jalan. Jalan Raya Cangkring terlihat mengalami beberapa kerusakan perkerasan jalan seperti jalan berlubang, bergelombang, amblas, retak, dan berbagai jenis kerusakan lainnya. Kerusakan pada jalan perlu diperhatikan secara serius, salah satu untuk menjaga kualitas layanan jalan adalah mengevaluasi kondisi permukaan jalan. Tahapan dalam mengevaluasi kondisi jalan adalah dengan melakukan penilaian terhadap kondisi eksisting jalan. Dalam penelitian ini bertujuan untuk mengetahui kondisi permukaan jalan dengan melakukan pengamatan secara visual di Jalan Raya Cangkring. Metode yang akan digunakan yaitu metode Pavement Condition Index (PCI). Penelitian ini dilakukan untuk mengidentifikasi jenis kerusakan, mengetahui persentase kerusakan serta mengetahui nilai indeks kondisi permukaan perkerasan lentur ruas di Jalan Raya Cangkring, Kecamatan Krembung, Kabupaten Sidoarjo. Dari hasil penelitian didapatkan nilai Pavement Condition Index (PCI) Jalan Raya Cangkring yaitu 18,4 menunjukkan bahwa kondisi perkerasan jalan adalah gagal (failed). Penanganan yang dapat dilakukan untuk memperbaiki jalan tersebut adalah dengan melakukan rekonstruksi jalan. Kata Kunci: Kerusakan Jalan, Kondisi Perkerasan Jalan, Metode Pavement Condition Index (PCI)
ROAD PERFORMANCE ANALYSIS USING PKJI 2014 METHOD (CASE STUDY : TROSOBO-KLETEK ROAD, SIDOARJO DISTRICT) Aulia Dewi Fatikasari; Nia Dwi Puspitasari
CI-TECH Vol. 2 No. 2 (2021): October 2021
Publisher : PROGRAM STUDI TEKNIK SIPIL - UPN "VETERAN" JAWA TIMUR

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/ci-tech.v2i2.41

Abstract

The Trosobo-Kletek Highway is one of the roads that has a high level of vehicle density so that it appears that it has experienced traffic jams several times. This is also coupled with the presence of side barriers such as vehicles in and out. So that the Trosobo-Kletek Highway section often experiences traffic jams that occur not only at certain hours, because on this road section there are many factory areas. The important role of this road resulted in a decrease in the level of service. Based on this, it is necessary to monitor the quality of a road segment based on the level of service. In this study, the PKJI 2014 was used to calculate the road performance. As for some of the data needed such as traffic volume, road geometry, and vehicle speed. The analysis carried out is the calculation of Road capacity, peak hour volume, degree saturation, free flow speed, and level of service index. The results of the research conducted during the four days of the survey and the calculations that have been carried out is level of service in the direction of Surabaya-Mojokerto is E and the direction of Mojokerto-Surabaya is F.
Analisis Biaya Kerugian Kemacetan Jalan Akibat Adanya Kerusakan pada Kendaraan Berat di Jalan Arteri Primer (Studi Kasus : Ruas Jalan Surabaya-Mojokerto) Aulia Dewi Fatikasari; Catur Arif Prastyanto
Jurnal Aplikasi Teknik Sipil Vol 19, No 2 (2021)
Publisher : Departemen Teknik Infrastruktur Sipil Institut Teknologi Sepuluh Nopember Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (848.435 KB) | DOI: 10.12962/j2579-891X.v19i2.8499

Abstract

Kemacetan bersifat nonrecurrent disebabkan oleh peristiwa yang tidak dapat diprediksi seperti terjadi akibat kendaraan berat mengalami risiko kerusakan. Biasanya kendaraan akan berhenti disalah satu lajur sehingga mengurangi kapasitas jalan dan jalan tidak mampu menampung volume lalu lintas yang tinggi. Selain itu, membutuhkan waktu yang lama untuk proses evakuasinya sehingga akan memperpanjang antrian kemacetan. Hal ini akan menimbulkan kerugian bagi pengguna jalan. Sehingga perlu dibuatkan model hubungan antara variabel volume lalu lintas, biaya kerugian dan lama waktu penanganan. Digunakan metode regresi sederhana untuk membuat model tersebut. Persamaan model yang didapatkan yaitu ketika waktu penanganan 0,5 jam y =-95848463,493+66456,613X; 1 jam y =-191696926,994+132913,227X; 1,5 jam y =-287545390,476+199369,840X; 2 jam y =-383393853,990+265826,454X dan 3 jam y =-575090781,012+398739,681X dengan variabel y biaya kemacetan (Rp) dan x volume lalu lintas (skr). Persamaan model tersebut digunakan ketika kapasitas jalan 4/2D yang awalnya 3319,68 skr/jam menjadi 1659,84 skr/jam dengan batas volume lalu lintas minimum 1660 skr/jam.
RAINWATER HARVESTING SYSTEM SEBAGAI UPAYA PENYEDIAN AIR DI DESA GILI KETAPANG Aulia Dewi Fatikasari; Bagas Aryaseta; Pardi Sampe Tola
SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Vol 7, No 3 (2023): September
Publisher : Universitas Muhammadiyah Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31764/jpmb.v7i3.16756

Abstract

ABSTRAKDesa Gili Ketapang merupakan desa yang terletak di pulau kecil di Kabupaten Probolinggo. Secara umum permasalahan yang mendasar di wilayah Desa Gili Ketapang yaitu ketersediaan air bersih. Oleh karena itu, pembangunan di Desa ini  mengutamakan penyediaan air bersih yang cukup untuk kebutuhan. Pemanfaatan air hujan merupakan salah satu solusi untuk menyediakan air bersih. Air hujan dapat menjadi sumber yang bermanfaat bagi masyarakat terutama pada wilayah-wilayah yang kesulitan mendapatkan akses air bersih salah satunya menggunakan Rainwater Harvesting System. Oleh karena itu dilaksanakan kegiatan pengabdian masyarakat dalam bentuk penyediaan alat yang berguna untuk menyediakan air bersih melalui proses penyaringan sederhana dengan memanfaatkan air hujan yaitu dengan membuat Rainwater Harvesting System. Pelaksanaan kegiatan di lokasi terbagi menjadi 2 kegiatan yaitu kegiatan sosialisasi berupa pemaparan materi di dalam Balai Desa dan kegiatan praktik merakit yang dilakukan di area sekitar Balai Desa. Kegiatan ini memberikan dampak positif yaitu memberikan pemahaman kepada masyarakat Gili Ketapang  mengenai penampungan air hujan agar dapat  digunakan untuk kebutuhan sehari hari. Kegiatan ini juga dihadiri oleh masyarakat Gili Ketapang dengan karakteristik terbanyak yaitu berjenis kelamin perempuan 73%, usia sekitar 36-45 tahun sebanyak 40%, dan pekerjaan terbanyak yaitu ibu rumah tanggal sebesar 34%. Kata kunci: rainwater harvesting system;, air bersih; air hujan; pemanfaatan air. ABSTRACTGili Ketapang Village is a village located on a small island in Probolinggo Regency. In general, the fundamental problem in the Gili Ketapang Village area is the availability of clean water. Therefore, the development in this village prioritizes the provision of sufficient clean water for human needs. Utilization of rainwater is one solution to provide clean water. Rainwater can be a useful resource for the community, especially in areas that have difficulty getting access to clean water, one of which is using the Rainwater Harvesting System. Therefore, community service activities are carried out in the form of providing tools that are useful for providing clean water through a simple filtering process by utilizing rainwater, namely by making a Rainwater Harvesting System. The implementation of activities at the location is divided into 2 activities, namely socialization activities in the form of presentation of material in the Village Hall and practical assembly activities carried out in the area around the Village Hall. This activity had a positive impact, namely providing understanding to the people of Gili Ketapang about rainwater harvesting so that it can be used for their daily needs. This activity was also attended by the people of Gili Ketapang with the most characteristics, namely female sex 73%, around 36-45 years of age 40%, and the most occupations were housewives by 34%. Keywords: rainwater harvesting system; clean water; rain water; utilization of water.
ANALISA PENGARUH VARIASI TUMBUKAN PADA LAPISAN ASPAL AC-BC TERHADAP NILAI STABILITAS DAN FLOW Zahara, Nadhifha Aprillia; Kurniawati, Ignalia; Fatikasari, Aulia Dewi
Rekayasa: Jurnal Teknik Sipil Vol 7, No 2 (2022): JURNAL REKAYASA TEKNIK SIPIL
Publisher : Universitas Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53712/rjrs.v7i2.1805

Abstract

Jalan merupakan sarana dan prasarana yang sangat penting dalam suatu system transportasi untuk menghubungkan suatu tempat ke tempat lain dalam rangka pemenuhan kebutuhan sosial, budaya dan ekonomi. Suatu kondisi jalan yang baik, diperlukan adanya kelancaran kegiatan transportasi supaya mempercepat kelancaran mobilisasi barang dan jasa secara aman dan nyaman. Faktor penyebab terjadinya kerusakan jalan beraspal yaitu jumlah passing pemadatan yang tidak sesuai dengan perencanaan. Dalam pelaksanaan perkerasan jalan dapat terjadi perbedaan tebal perkerasan dikarenakan cara dan jumlah passing yang berbeda yang akan mempengaruhi kualitas jalan. Maka perlu dikaji tentang pengaruh variasi jumlah tumbukan pada lapisan aspal AC-BC. Penelitian ini dilakukan di laboratorium PT.Dua Putri Kedaton yang berlokasi di Pamekasan. Dalam penelitian ini variasi tumbukan campuran aspal yang digunakan  2x68 dan 2x75 dengan menggunakan kadar aspal 5,8%, kemudian hasilnya dibandingkan dengan menggunakan parameter stabilitas dan flow yang mengacu pada Spesifikasi Bina Marga 2018 revisi 2. Pada penelitian ini memiliki tujuan untuk mengetahui pengaruh perbedaan jumlah tumbukan pada lapisan aspal AC-BC terhadap nilai stabilitas dan flow. Dari hasil pengujian tersebut didapatkan nilai stabilitas terendah pada variasi tumbukan 2x68 sedangkan nilai stabilitas tertinggi pada variasi tumbukan 2x75. Dari hasil pengujian flow menunjukkan semakin bertambahnya tumbukan maka semakin tinggi nilai flow.
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.
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
Co-Authors Alamsyah , Muhammad Ravianto Alfiansyah, Achmad Dzulfiqar Amrullah, Muhammad Khoirun Anhari , Rifka Zulvia Aryaseta, Bagas Aziz, Shalwa Norendina Bagas Aryaseta Billah, Zakiyah Dania Fandini, Reina Maulidiya Fernanda Arya Pramudya Hadiantati, Hamizatul Hendrata Wibisana Ibnu Sholichin Jagad, Sulthanul Auliya Khofifah, Miladatul Kurniawati, Ignalia Nasrulloh, Moch Nia Dwi Puspitasari Nugroho Utomo Pardi Sampe Tola Prastyanto, Catur Arif Priambudi, Dimas Akbar Putra, Dwi Setiawan Putri, Karina Meilawati Eka Putri, Shafira Amalia Risgun Alham Rizal, Rikky Sofyan Sakinah Sakinah Sholichin, Ibnu Siti Zainab, Siti Solichin, Ibnu Wulan, Widya Rachma Zahara, Nadhifha Aprillia Zulfar, Mochamad Ilham