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All Journal Jurnal Teknik Sipil SITEKIN: Jurnal Sains, Teknologi dan Industri Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil dan Lingkungan Jurnal Ilmiah Universitas Batanghari Jambi Syntax Literate: Jurnal Ilmiah Indonesia Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Astonjadro CANTILEVER PUBLIKASI PENELITIAN TERAPAN DAN KEBIJAKAN Bandar: Journal of Civil Engineering Jurnal Penelitian Sekolah Tinggi Transportasi Darat COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Jurnal Transportasi Multimoda Riwayat: Educational Journal of History and Humanities
Melawaty Agustien, Melawaty
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Sriwijaya, Palembang, Sumatera Selatan
Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mechanical Engineering Public Health Social Sciences Transportation Other

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The Effect of Addition LDPE Plastic on Porous Asphalt Mixture Saputra, Muhammad Yodhi; Agustien, Melawaty; Kadarsa, Edi
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 8, No 1 (2023): EDISI MARET 2023
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v8i1.4607

Abstract

Many recent studies have used plastic waste as an ingredient in conventional asphalt mixtures. However, they did not notice that the addition of plastics can reduce the permeability of asphalt mixtures, which means that porous asphalt is a better plastic trash that will be added to a specific type of asphalt mixture. Despite having a low marshall value, porous asphalt provides a benefit in terms of permeability. Low-density polyethylene (LDPE), a form of plastic trash employed in this study, boosted the Marshall stability mark. This study changed porous asphalt by adding LDPE plastic for usage on the field, then tested for marshall stability and permeability. A porous asphalt mixture should be created as a result of this study's findings with the highest percentage of plastic content without reducing its permeability classification, considering the percentage of plastic used. It is equally essential, and evaluating the wheel tracking machine will help gather more information about its resistance to deformation. The permeability test of porous asphalt with the addition of plastic at 0%, 5%, 10%, 15%, and 20%, respectively, produced findings that were 0.2002 cm/s, 0.1507 cm/s, 0.1131 cm/s, and 0.0897 cm/s. The results of the Marshall stability check on porous asphalt with the percentage of added plastic starting from 0, 5, 10, 15, and 20 percent show values of 571.52 kilograms, 716.9067 kilograms, 731.9467 kilograms, 817.1733 kilograms, and 912 .4267 kilograms. In the wheel tracking machine test, it works well for dynamic stability values at a plastic percentage of 20%, or 7159.091 passes/mm.ABSTRAKBanyak penelitian telah menggunakan limbah plastik sebagai bahan campuran aspal konvensional beberapa tahun terakhir. Namun, mereka tidak memperhatikan bahwa plastik dapat mengecilkan permeabilitas campuran aspal, yang berarti aspal berpori adalah jenis campuran aspal yang lebih baik untuk dicampur dengan sampah plastik. Meskipun aspal berpori memiliki nilai marshall yang rendah, namun aspal jenis ini memiliki keunggulan pada permeabilitasnya. Dalam penelitian ini limbah plastik yang digunakan adalah jenis LDPE (low density polyethylene), yang mana terbukti memberikan peningkatan terhadap nilai stabilitas marshall. Penelitian ini mengubah aspal berpori dengan menambahkan plastik LDPE agar dapat digunakan di lapangan, kemudian dilakukan pengujian stabilitas marshall dan permeabilitas, Hasil penelitian ini diharapkan akan menghasilkan campuran aspal berpori dengan persentase kadar plastik tertinggi tanpa mengurangi klasifikasi permeabilitasnya dengan memperhitungkan persentase plastik yang digunakan. Hal yang tidak kalah penting, dibutuhkan data tambahan tentang ketahanan deformasinya melalui pengujian whell tracking machine. Dari hasil pengujian yang dilakukan, Dengan persentase penambahan plastik pada 0, 5, 10, 15, dan 20 berturut-turut, permeabilitas aspal berpori mencapai 0,2002 cm/s, 0,1640 cm/s, 0,1507 cm/s, dan 0,1131 cm/s, dan 0,0897 cm/s. Hasil dari pemeriksaan stabilitas Marshall pada aspal berpori dengan besaran persentase penambahan plastik mulai dari 0, 5, 10, 15, dan 20 persen menunjukkan nilai 571,52 kilogram, 716,9067 kilogram, 731,9467 kilogram, 817,1733 kilogram, dan 912,4267 kilogram. Untuk nilai stabilitas dinamis pada pengujian whell tracking machine memberikan hasil yang baik pada persentase plastik 20% yaitu sebesar 7159,091 lintasan/mm.
Analisis Kerusakan Jalan dan Peningkatannya di Jalan Lingkar Selatan dan Jalan Lingkar Barat Kota Jambi Laksana, Tendy; Agustien, Melawaty; Kadarsa, Edi
Jurnal Ilmiah Universitas Batanghari Jambi Vol 25, No 2 (2025): Juli
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jiubj.v25i2.6132

Abstract

Road damage causes a road pavement to be incompatible with the original pavement shape, so that it can cause the road pavement to be damaged which affects the service life of the road. The South Ring Road of Jambi City and the West Ring Road of Jambi City are roads with a fairly high traffic volume with a class I arterial road type. This route is a route that is often used for the flow of goods transport in and out of Jambi City. This road damage causes the road to be unsafe and uncomfortable for motorists to pass. The South Ring Road of Jambi City has a road length of 9.12 km and the West Ring Road is 7.17 km long. The types of road damage that occur are potholes, cracks, grain detachment, peeling of the surface layer, wear. The calculation method used is the 'Bina Marga' method, PCI, and Asphalt Institute. The calculation results show that the assessment of road pavement damage includes 4 types of road damage, namely crocodile cracks, longitudinal cracks, transverse cracks, potholes with different levels of severity. Road damage assessment based on the 'Bina Marga' Method, Asphalt Institute Method, PCI Method on the South Ring Road section and the West Ring Road section of Jambi City obtained different road damage assessments and different maintenance handling sequences.
Performance Evaluation of the Musi Emas Feeder City Transport, Palembang City Ismail, Ayu; Kadarsah, Edi; Agustien, Melawaty
SITEKIN: Jurnal Sains, Teknologi dan Industri Vol 20, No 2 (2023): June 2023
Publisher : Fakultas Sains dan Teknologi Universitas Islam Negeri Sultan Syarif Kasim Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24014/sitekin.v20i2.22746

Abstract

One aspect of transportation that concerns the lives of many people is public transportation. Public transportation is vital in people's lives, especially in urban areas, including Palembang. In line with the development of time, public transit in Palembang City continues to make updates, including the availability of Musi Emas feeder city transportation which serves seven corridors, and 2 of them are the Talang Kelapa - Punti Kayu corridor and the Hajj Dormitory - Semarang Borang with the application of buy the service. This study aims to analyze the performance of Musi Emas Palembang feeder city transportation. The type of research used is descriptive, with primary and secondary data sources. Performance evaluation is analyzed by comparing the findings in the field with Minimum Service Standard (SPM) regulations that apply to the parameters of travel time, travel speed, load factor, and headway time. The results showed that the travel time and speed performance met the minimum standards, while the load factor needed improvement. As for headway time, it can be more optimized.
Optimasi Penjadwalan Light Rail Transit dan Teman Bus Koridor Terminal Plaju- Terminal Jakabaring Okpatiasari, Puspania; Buchari, Erika; Agustien, Melawaty
Publikasi Penelitian Terapan dan Kebijakan Vol 6 No 2 (2023): Publikasi Penelitian Terapan dan Kebijakan
Publisher : Badan Penelitian dan Pengembangan Daerah Provinsi Sumatera Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46774/pptk.v6i2.549

Abstract

Light Rail Transit (LRT) which has been operated since 2018 in Palembang City has Teman Bus as its feeder. Based on service condition, LRT has fix timetable on every its station but Teman bus does not have timetable. Teman Bus has not provided departure or arrival time on every its halte. This condition concludes that public transportation has lack of adequate service for passengers. Therefore, optimizing timetable scheduling of LRT and Teman Bus is required as one of efforts for improving good public transport facilities. This paper aimed creating simulation of Teman Bus timetable based on real condition with headway and trip time data distribution method with case study in 2021. In addition, Program Linear Method will be used for syncrhonizing Teman Bus timetable and existing Light Rail Transit timetable based on passenger’s behavior to minimize waiting time. The result shows that passengers need 27 second of waiting time while transferring from LRT station to Teman Bus Stop and 60 second of waiting time while transferring from Teman Bus Stop to LRT station.
Analisis Rekonstruksi Pengupasan dan Pelapisan Kembali Perkerasan Lentur dengan Metode Kenpave-Kenlayer Sudarmadi, Heri; Kadarsa, Edi; Agustien, Melawaty
COMSERVA : Jurnal Penelitian dan Pengabdian Masyarakat Vol. 5 No. 2 (2025): COMSERVA: Jurnal Penelitian dan Pengabdian Masyarakat
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/comserva.v5i2.3227

Abstract

Infrastruktur jalan merupakan salah satu prasarana fisik transportasi yang memegang peranan yang sangat penting. Sebagai prasarana fisik, infrastruktur jalan memegang peranan yang sangat penting di bidang perhubungan, terutama untuk mendistribusikan barang dan jasa. Penelitian ini dilakukan untuk mengetahui besarnya tebal perkerasan lentur yang harus dilakukan pengupasan dan pelapisan kembali dan juga penggantian material Base A dengan Cement Treated Base (CTB) pada struktur perkerasan. Metode yang digunakan untuk menganalisis menggunakan program kenpave-kenlayer untuk mengetahuai nilai regangan yaitu vertical strain dan horizontal strain pada lapis perkerasan. Kemudian dilakukan analisis kerusakan perkerasan permanent deformation dan fatigue crack terhadap Cumulative Equivalent Single Axle Load (CESAL) 5 dengan masa layanan 20 tahun. Penelitian ini dilakukan di Jalan Tol Ruas Palindra km 1 – km 2 Provinsi Sumatera Selatan. Hasil dari penelitian ini diperoleh data tebal CTB yang digunakan pada struktur perkerasan dengan metode kenpave-kenlayer. Semakin tebal penggunaan lapisan CTB semakin kecil regangan vertical strain dan horizontal strain yang terjadi sehingga semakin besar terhadap ketahanan terhadap ketahanan permanent deformation dan fatigue cracking.
Pengaruh Pelatihan, Manajemen, dan Teknologi Keselamatan terhadap Perilaku Keselamatan Operasional Angkot Feeder LRT Musi Emas Della, Rhaptyalyani Herno; Agustien, Melawaty; Kusuma Wardhani, Puteri; Nabil Muzakki, Ahmad
Jurnal Transportasi Multimoda Vol 22 No 1 (2024): Juni
Publisher : Sekretariat Badan Kebijakan Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25104/mtm.v22i1.2363

Abstract

Pemberian layanan yang menjamin kenyamanan dan keselamatan pengguna memiliki hubungan erat dengan penerapan Sistem Manajemen Keselamatan (SMK) pada perusahaan penyedia layanan trasnportasi. Penerapan SMK yang berbasis budaya keselamatan dalam pelayanan angkutan umum, sebagaimana diatur dalam Peraturan Menteri Perhubungan Republik Indonesia Nomor 85 Tahun 2018, merupakan langkah yang sangat penting dan berlandaskan aspek hukum yang mengatur sektor transportasi di Indonesia. Salah satu jenis angkutan umum yang telah memiliki Standar Operasional Pelayanan (SOP) dan Standar Pelayanan Minimum adalah angkot feeder LRT Musi Emas, yang mulai beroperasi sejak yahun 2022 dan mempunyai tujuh koridor pelayanan. Namun demikian, walaupun telah diterapkan SOP terkait keselamatan berkendara pada angkot feeder LRT Musi Emas tersebut, kecelakaan lalu lintas yang disebabkan oleh kelalaian pengemudi dan faktor lainnya masih kerap terjadi pada angkot feeder LRT Musi Emas. Untuk mengantisipasi terjadinya kecelakaan tersebut, maka perlu dilakukan pemahaman bagaimana pengaruh pelatihan, pengetahuan, manajemen, prosedur dan teknologi keselamatan terhadap perilaku keselamatan operasional angkot feeder LRT Musi Emas. Dalam penelitian ini dilakukan pengolahan data menggunakan Metode Structure Equation Modelling (SEM) yang menghubungkan antara variabel laten endogen perilaku keselamatan dengan variabel laten eksogen yaitu pelatihan, pengetahuan, manajemen, prosedur dan teknologi keselamatan. dengan bantuan software Smart-PLS. Berdasarkan kriteria penilaian original sample, t-statistic, dan p-values diketahui variabel-variabel yang berpengaruh positif terhadap perilaku keselamatan operasional angkot feeder LRT adalah pelatihan keselamatan, manajemen keselamatan dan teknologi keselamatan.
Evaluasi Penanganan Jalan Berdasarkan Penilaian Struktural Studi Kasus: Ruas Betung Sekayu – Batas Kota Sekayu Setiawan, Ari; Kadarsa, Edi; Agustien, Melawaty
Syntax Literate Jurnal Ilmiah Indonesia
Publisher : Syntax Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36418/syntax-literate.v10i6.59874

Abstract

Preservasi jalan merupakan kegiatan penanganan jalan, berupa pencegahan, perawatan, dan perbaikan yang diperlukan untuk mempertahankan kondisi jalan agar tetap berfungsi secara optimal dalam melayani lalu lintas sehingga umur rencana yang ditetapkan dapat tercapai. Kegiatan preservasi jalan terdiri dari pemeliharaan rutin, pemeliharaan berkala, rehabilitasi, dan rekonstruksi jalan dan bangunan pelengkap jalan. Dalam penelitian ini akan menganalisis kondisi penanganan jalan berdasarkan nilai struktural perkerasan pada ruas Betung – Batas Kota Sekayu. Evaluasi struktural dilakukan berdasarkan nilai lendutan dari pengukuran alat Falling Weight Deflectometer (FWD). Penentuan penanganan jalan berdasarkan structural dilakukan menggunakan metode Manual Desain Perkerasan (MDP) 2024 yaitu Metode AASHTO diperoleh dari perbandingan nilai Structural Number Effective (SNeff) dengan nilai Structural Number Futurer (SNf) untuk memperoleh nilai tebal lapisan tambah pada struktur perkerasan. Dengan mengamati hasil yang diperoleh berdasarkan long segment dan non long segment, maka didapatkan hasil analisis secara longsegmen akan mehasilkan penanganan rutin, minor, mayor, dan rekontruksi. Sedangkan secara non long segment menghasilkan penanganan jalan minor.
Analysis of Road Damage and Its Improvement on The South Ring Road of Jambi City Laksana, Tendy Laksana; Agustien, Melawaty; Kadarsa, Edi
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.5675

Abstract

Analysis of Road Damage and Improvement on the South Ring Road and West Ring Road of Jambi City. Road damage is an event that causes a road pavement to become inconsistent with its original shape. This study, in addition to assessing road conditions in Jambi Province, primarily analyzes the differences between the PCI Method, the Bina Marga Method, and the Asphalt Institute Method. The three methods will be compared by how they are used to determine the condition of the road pavement for the same road section. Then, the calculation process and results will be analyzed to determine which method is easier in conducting surveys and calculations, while other methods are relatively more difficult when applied to the research location. Based on the analysis results on the South Ring Road and West Ring Road sections of Jambi City using the Bina Marga Method, the PCI (Pavement Condition Index) Method, and the Asphalt Institute Method have relatively similar assessments in terms of handling. For handling road damage on the South Ring Road and West Ring Road sections of Jambi City, the PCI (Pavement Condition Index) Method and the Asphalt Institute Method are used in their handling. Kerusakan jalan merupakan kejadian yang mengakibatkan suatu perkerasan jalan menjadi tidak sesuai dengan bentuk perkerasan aslinya. Penelitian ini selain menilai kondisi jalan di Provinsi Jambi, utamanya adalah untuk menganalisis perbedaan dari Metode PCI, Metode Bina Marga, Metode Asphalt Institute. Ketiga metode akan dibandingkan dengan cara dipergunakan untuk menentukan kondisi perkerasan jalan untuk ruas jalan yang sama. Kemudian akan dianalisis proses perhitungan dan hasil sehingga metode apa yang lebih mudah dalam pelaksanaan survei dan perhitungan, sementara metode lain relatif lebih sulit jika diterapkan pada lokasi penelitian. Berdasarkan hasil analisis pada ruas Jalan Lingkar Selatan dan Jalan Lingkar Barat Kota Jambi menggunakan Metode Bina Marga, Metode PCI (Pavement Condition Index), Metode Asphalt Institute memiliki penilaian yang relatif hampir sama dalam penanganan. Untuk penanganan kerusakan jalan pada ruas Jalan Lingkar Selatan dan Jalan Lingkar Barat Kota Jambi menggunakan Metode PCI (Pavement Condition Index) dan Metode Asphalt Institute dalam penanganannya.
Feasibility Analysis and Implementation Strategy of Multi-Lane Free Flow on the Kayuagung–Palembang–Betung Toll Road Winanti, Lisa Ayu; Fitriani, Heni; Agustien, Melawaty
Jurnal Teknik Sipil Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i4.101376

Abstract

Traffic congestion at toll gates, caused by long queues of vehicles, remains a significant operational challenge for toll road management in Indonesia. Although the electronic toll collection (E-Toll) system has reduced cash-based transactions, vehicle stops during card tapping continue to limit toll gate capacity during peak traffic. This condition underscores the need for a more efficient toll-collection system. This study aims to evaluate the technical and operational feasibility of implementing the Multi-Lane Free Flow (MLFF) system at the Keramasan–Kayuagung Toll Gate on the Trans-Sumatra Toll Road. Primary data were obtained through direct observation of service time and expert interviews, while secondary data included traffic volume, queue length, and traffic growth rates from relevant agencies. Technical analysis was conducted using queueing system models and time-series traffic forecasting. The results indicate an average service time of 8.381 seconds per vehicle, with an average queue length of 5–7 cars and a service utilization rate of 0.7635 under existing E-Toll operations. Traffic projections indicate that optimal technical conditions for MLFF implementation are expected to be achieved by 2043; however, accelerated implementation by 2034 is feasible through improvements in regulation, infrastructure readiness, and user awareness.
Analisis Kebutuhan Fasilitas Pedestrian di Kawasan Stasiun Adilah, Anisah; Buchari, Erika; Agustien, Melawaty
Jurnal Penelitian Sekolah Tinggi Transportasi Darat Vol 15 No 1 (2024): June 2024
Publisher : Politeknik Transportasi Darat Indonesia - STTD Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55511/jpsttd.v15i1.671

Abstract

The Ampera LRT Station is located in the center of Palembang City and on the banks of the Musi River. This area is a center of community activity, with the presence of hospitals, offices, restaurants, hotels, and shopping centers. The existence of the Palembang LRT is intended to overcome congestion and accommodate the mobility needs of the community in Palembang, especially in the Ampera area. However, there are several issues related to pedestrian facilities in the Ampera LRT Station area, such as the misuse of sidewalk functions, the presence of many side barriers in the form of street vendors and on-street parking, as well as the lack of safe and comfortable crossing facilities for pedestrians, especially for people with disabilities. This study analyzes the pedestrian facility needs in the Ampera LRT Station area of Palembang. The method used in this study is the calculation of the level of service (LOS) based on the Indonesian Highway Capacity Manual (MKJI) 1997 and the empirical formula calculation of pedestrian conflicts based on the pedestrian flow and vehicle traffic flow (PV2) using quantitative data. The research results show that it is necessary to repair and add pedestrian facilities under the concept of walkability, such as providing sidewalks that can be used according to their function, providing crossing facilities such as pelicans with waiting platforms on Merdeka Street, Sudirman Street, and Tengkuruk Permai Street, while on Masjid Lama Street and Palembang Darussalam Street, zebra crossings or pedestrian platforms are needed. The results of this study are expected to be input for the Palembang City Government to improve the quality of pedestrian facilities in the Ampera LRT Station area so that it can support the station's function as a center of community activity and movement in the area.
Co-Authors Ade Pratama Ade Sjafruddin Adhitya, Bimo Brata Adilah, Anisah Alia, Febrinasti Ari Setiawan Butarbutar, Samuel Debby Yulinar Edi Kadarsa, Edi Effendi*, Andriani Erika Buchari Harun Al Rasyid S. Lubis, Harun Al Rasyid S. Heni Fitriani Ika Juliantina Ismail, Ayu Joni Arliansyah Kadarsah, Edi Kusuma Wardhani, Puteri Laksana, Tendy Laksana, Tendy Laksana Meliana, Eta Nabil Muzakki, Ahmad Okpatiasari, Puspania Rhaptyalyani Herno Della, Rhaptyalyani Herno Saputra, Muhammad Yodhi Sony Sulaksono Wibowo, Sony Sulaksono Sudarmadi, Heri Taharudin Subagyo Winanti, Lisa Ayu Yulindasari Sutejo, Yulindasari Yunianti, Wina