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Analysis of Road Damage in Majalengka Regency, West Java Sunowo, Muhamad Reyhan; Maulana, Ickbal; Bestari, Reyhan Yogas; Sugiyanto, Martinus Agus; Novriani, Shinta
Indonesian Journal of Multidisciplinary Science Vol. 4 No. 7 (2025): Indonesian Journal of Multidisciplinary Science
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/ijoms.v4i7.1123

Abstract

Road damage on the Maja-Sukahaji route, exacerbated by overloaded vehicles, compromises safety and pavement longevity. This study evaluates flexible pavement conditions using the Pavement Condition Index (PCI) and recommends cost-effective treatments. Visual surveys and PCI assessments were conducted across 10 segments (100 m each), analyzing damage types, severity, density, and deduct values. Treatments were prioritized using Bina Marga guidelines, and costs were calculated via the Majalengka AHSP. Segments 6 and 7 were in poor condition (PCI 51–54), while segment 10 failed (PCI 1). Recommended interventions included patching (P5), paving (P2), and leveling (P6), with a total budget of Rp. 142,381,914.12. The study offers a replicable framework for localized road maintenance, combining PCI analysis with budgetary precision, and underscores the need for proactive repairs to prevent further deterioration. Future research should explore predictive maintenance models and alternative materials (Fadillah et al., 2024; Mutoharoh et al., 2022).
Analysis of the Potential for Implementing an Electronic Road Pricing (ERP) System on National Roads in Bandung City Arrahman, Wildan; Nizami, Mochamad Rifky; Anggara, Dendy; Novriani, Shinta
Indonesian Journal of Advanced Research Vol. 4 No. 7 (2025): July 2025
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijar.v4i7.14875

Abstract

Traffic congestion is a common problem in developing countries including Indonesia, especially in dense urban areas such as Bandung City. This study analyzes the potential for the implementation of Electronic Road Pricing (ERP) on Jl. Soekarno Hatta (Gedebage Intersection - Cibiru Roundabout), Bandung City. Traffic characteristics show a Saturation Degree (DJ) value of 0.85 in the morning and afternoon and 0.75 in the afternoon, with Level of Service (LoS) E and D. Congestion costs reach Rp 47,710,714 (morning), Rp 55,759,813 (afternoon), and Rp 75,905,411 (afternoon) per hour. The results show that the implementation of Electronic Road Pricing (ERP) system can reduce the use of private vehicles and increase the efficiency of congestion costs. Thus, the Electronic Road Pricing (ERP) system is a relevant travel demand management strategy in urban areas of Indonesia.
Penerapan Standar PDGJ 2021 Dalam Perencanaan Geometrik Jalan Baru Novriani, Shinta; Setiawan, Andika; Chairunissa, Hannum
Konstruksia Vol 16 No 2 (2025): Jurnal Konstruksia Vol 16 No. 2 Tahun 2025
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/jk.16.2.132-145

Abstract

Perencanaan geometrik jalan yang sesuai standar merupakan komponen penting dalam menunjang keselamatan, kenyamanan, dan efisiensi transportasi. Penelitian ini menerapkan Pedoman Desain Geometrik Jalan Antar Kota (PDGJ) 2021 pada perencanaan jalan baru, dengan tujuan untuk memastikan elemen-elemen desain seperti kelandaian, radius tikungan, dan jarak pandang sesuai dengan ketentuan teknis terkini. Metode yang digunakan meliputi survei topografi, analisis trase, dan perhitungan elemen geometrik berdasarkan kecepatan rencana. Hasilnya menunjukkan bahwa trase yang dirancang memiliki kelandaian maksimum sebesar 12,1% dan rata-rata sebesar 4,9%, yang masih sesuai untuk kelas jalan tertentu. Selain itu, elemen horizontal seperti tikungan juga berada dalam toleransi standar. Penerapan PDGJ 2021 terbukti memberikan kejelasan teknis dan kemudahan implementasi di lapangan, serta dapat membantu perencana dalam menyesuaikan desain dengan kondisi medan yang bervariasi. Kajian ini merekomendasikan penggunaan pendekatan berbasis standar nasional dalam seluruh tahapan perencanaan jalan untuk menghasilkan desain yang aman, efisien, dan berkelanjutan.
Potential Application of Electronic Road Pricing (ERP) on Bandung City Roads Hammam, M Najwan; O R, M Achdiat; Nurwidya A, Oshi; Novriani, Shinta
Journal of World Science Vol. 3 No. 10 (2024): Journal of World Science
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/jws.v3i10.1215

Abstract

This research investigates the potential implementation of Electronic Road Pricing (ERP) in Bandung City, Indonesia, focusing on its effectiveness in reducing traffic congestion. The study employs a quantitative approach using a survey method, experiments, and statistical analyses to evaluate ERP's impact on road traffic performance and cost efficiency. The research design includes traffic volume analysis, vehicle operating costs, and data collection through questionnaires from Bandung residents selected randomly. The research subjects include frequent road users in congested areas, and the study was conducted in 2023. Using binary logistic regression, the results show significant shifts in road user behavior, with reductions in traffic volumes of 33% on Jalan Sukajadi, 38% on Jalan Dr. Djunjunan, and 23% on Jalan Terusan Jakarta. Additionally, ERP was found to improve cost efficiency in traffic management. The study concludes that ERP is a promising solution for managing congestion in Bandung, with broader implications for other congested cities in Indonesia.
Analysis Of Multi Lane Free Flow Implementation At Toll Gates In Indonesia (Case Study Of Cililitan Toll Gate 2) Shefa Salsabila, Nazwa; Nur Azizah, Fitria; Fitriyani, Fitriyani; Novriani, Shinta; Budisiswanto, Nurullah
Jurnal Sosial Teknologi Vol. 4 No. 8 (2024): Jurnal Sosial dan Teknologi
Publisher : CV. Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/jurnalsostech.v4i8.1340

Abstract

As the volume of vehicles on toll roads and non-toll roads increases, congestion occurs when the road capacity can no longer accommodate the volume of vehicles passing through it. one of the most crowded toll roads in Indonesia is the Jagorawi Toll Road. Congestion often occurs at several points along the Jagorawi Toll Road, especially the Cililitan Toll Gate. Congestion at the Toll Gate often occurs because the level of service at the Toll Gate does not match the level of vehicle arrivals during peak hours. Therefore, in the research “Analysis of Multi lane Free Flow Implementation at Toll Gates in Indonesia (Case Study of Cililitan Toll Gate 2)”, this study aims to determine the performance and impact on vehicles at Cililitan Toll Gate 2 that are still using E-Toll and its effect on Vehicle Operating Costs (VOC) if the E-Toll system and MLFF system are installed at Cililitan Toll Gate 2. Therefore, using the analysis method with the help of Microsoft Excel can analyze data on the performance of E-Toll and VOC and survey data processing using SPSS. Based on the research findings, on Wednesday, March 6, 2024 has a delay time on the E-Toll payment system of 49 seconds. And also obtained the value of VOC when MLFF is applied (at a speed of 60 km / h) is lower than the value of VOC when E-Toll is applied (at a speed of 9.72 km / h) resulting in congestion costs of Rp. 3,653.75 / km for passenger cars, Rp. 1,113.66 / km for medium vehicles, Rp. 4,014.32 / km for large buses and Rp. 8,045.89 / km for large trucks.
Pengaruh On Street Parking terhadap Kinerja Lalu Lintas di Pasar Bangkir Kabupaten Indramayu Nabhaan, Bintang; Alfan D, Muhammad; Priya V. R, Muhammad; Novriani, Shinta
Jurnal Sosial Teknologi Vol. 4 No. 9 (2024): Jurnal Sosial dan Teknologi
Publisher : CV. Green Publisher Indonesia

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

Abstract

Parkir di badan jalan (on street parking) dilakukan di atas badan jalan dengan menggunakan sebagian badan jalan sehingga menyebabkan kemacetan dan tundaan. Hal ini terjadi diakibatkan oleh menurunnya kapasitas jalan. Penurunan kapasitas jalan tersebut terjadi karena kurangnya lajur efektif pada jalan, akibat sebagian lajur digunakan untuk parkir on street. Di sepanjang jalan lokasi studi terdapat pasar yang merupakan pusat perekonomian masyarakat sehingga banyak masyakarat melakukan aktivitas jual beli tetapi di lokasi studi tidak memiliki lahan parkir, sehingga banyak kendaraan yang parkir di badan jalan. Tujuan penelitian ini untuk mengetahui besarnya penurunan tingkat kinerja jalan akibat kegiatan on street parking. Metode yang digunakan adalah survei primer untuk pengumpulan data karakteristik lalu lintas, komposisi lalu lintas, kecepatan kendaraan, hambatan samping, dan kapasitas jalan sesuai dengan PKJI 2023. Hasil survey selama 4 hari menunjukan volume puncak sebesar 25.263,2 Smp/jam, dengan kecepatan rata- rata tertinggi 26,20 Km/jam, dan derajat jenuh sebesar 1,00. Dengan demikian dapat disimpulkan, bahwa tingkat pelayanan di lokasi studi berada pada level E, sehingga di rekomendasikan untuk membangun lahan parkir baru dengan rencana anggaran biaya sebesar Rp. 2.212.433.431,59 menggunakan AHSP 2023. Implikasi dari penelitian ini adalah perlunya kebijakan penataan parkir yang lebih baik untuk meningkatkan kinerja lalu lintas di sekitar Pasar Bangkir.
THE INFLUENCE OF LEVEL CROSSINGS ON ECONOMIC GROWTH AND SOCIAL DYNAMICS IN CIREBON CITY Novriani, Shinta; Hariani, Mira Lestira; Rohman, Fathur
Journal of Green Science and Technology Vol 7 No 1 (2023): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY VOL.7 NO.1 MARET 2023
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v7i1.12

Abstract

Cirebon City is one of the metropolitan areas stipulated in PP No. 26 of 2008 namely RTRWN as a National Activity Center (PKN) in developing metropolitan areas, especially in Ciayumajakuning area. The Cirebon City has become the center of economic growth, resulting in an increase in the flow of urbanization and in line with social dynamics that must be considered due to urban city activities. One of the impacts of urban cities is the increase in traffic density, causing a decrease in traffic performance. The purpose of this study is to determine the existing conditions of railroad level crossings in Cirebon City and see their impact on traffic performance, social dynamics and economic growth in Cirebon City.  The research method used is a survey method, including traffic volume surveys, train frequency surveys, and calculating queue lengths and calculating delays.  Based on the result of a survey on 8 roads in the Cirebon City with an average capacity of 3191 smp/hour, the degree of saturation is 0.5, the Level of Service value is C, which means the flow is stable, the speed can be controlled by traffic. However, if it is review based on an economic analysis related to the loss of community income due to level crossings if it is assumed that the average income of the people of Cirebon City is IDR 2.304.943.51 each individual experiences losses ranging from IDR 0 – IDR 768.314 for one month depending on the how long the individual experiences waiting time at a level crossing. If analyzed based on fuel consumption, each individual experiences a loss of IDR 0 – IDR 30.294 per month depending on the waiting time and the type of fuel used and if it is associated with the economic growth of Cirebon City, it is expected to increase the contribution of GRDP for each sector and respondents feel that level crossing are very important affect their travel interest.
PENGARUH FILLER SERBUK BATA MERAH DAN ABU SERBUK KAYU JATI TERHADAP KARAKTERISTIK MARSHALL Novi Nirmala Putri; Shinta Novriani
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 7 No 2 (2026): May
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v7i2.514

Abstract

Road pavement really needs a mixture of asphalt that has good durability and stability, because roads have an important role in the transportation system to support economic growth and community mobility. This study aims to analyze the effect of the use of Red Brick Powder and Teak Wood Powder Ash as a substitute for fillers on AC-WC asphalt mixtures. With the increasing amount of red brick powder and teak wood powder ash and has not been utilized optimally, there is a need for innovation in the use of environmentally friendly alternative materials. The method used in this study is Marshall testing to determine the characteristics of the mixture, such as stability, flow, VIM, VMA, and VFA with different filler content variations. The filler variation used in this study was 0%, 5%, 7% with a ratio of 80 : 20. The results showed that the 7% filler variation provided the most optimal mixture characteristics with a VIM value of 4.89% and a VMA of 15.89% which still met the required specifications. In addition, the values of stability, flow, VFA, and Marshall Quotient are also within the standard limits. Based on these results, red brick powder and teak wood ash have the potential to be used as filler alternatives to AC-WC mixtures that are more environmentally friendly.
Evaluasi Kinerja dan Keberlanjutan Operasional Bemo di Kota Kupang Patricia Sonia Amalo; Shinta Novriani; Andika Setiawan
Konstruksia Vol 17 No 2 (2026): Jurnal Konstruksia Vol 17 No. 2 Tahun 2026
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/jk.17.2.117-129

Abstract

Angkutan bemo merupakan salah satu moda transportasi perkotaan yang berperan penting dalam mendukung mobilitas masyarakat di Kota Kupang. Namun, dalam beberapa tahun terakhir, keberadaan bemo menghadapi tantangan berupa penurunan minat pengguna serta persaingan dengan transportasi berbasis aplikasi, yang berdampak pada tingkat keterisian armada dan keberlanjutan operasionalnya. Penelitian ini bertujuan untuk mengevaluasi kinerja operasional serta menganalisis tingkat keberlanjutan operasional bemo di Kota Kupang. Metode penelitian menggunakan pendekatan kuantitatif melalui survei lapangan untuk mengukur indikator kinerja operasional berdasarkan 10 kriteria yang ditetapkan oleh Direktorat Jenderal Perhubungan Darat, analisis load factor pada 17 trayek, serta penyebaran kuesioner kepada 129 responden guna mengidentifikasi kecenderungan pengembangan layanan bemo di Kota Kupang. Hasil analisis menunjukkan bahwa seluruh trayek yang beroperasi memenuhi kategori kinerja “baik” berdasarkan indikator pelayanan. Nilai rata-rata load factor bervariasi antara 0,32 hingga 0,99. Beberapa trayek memiliki load factor di bawah 0,70 yang mengindikasikan efisiensi operasional rendah, sementara trayek lainnya menunjukkan tingkat keterisian yang tinggi dan relatif optimal. Dari sisi pengguna, perluasan jaringan trayek (59,8%) serta penyediaan fasilitas teluk pemberhentian atau jalur khusus (52,6%) menjadi prioritas utama dalam meningkatkan minat penggunaan bemo. Secara keseluruhan, keberlanjutan operasional bemo dipengaruhi oleh keseimbangan antara kinerja layanan, efisiensi armada, dan daya tarik pelayanan terhadap pengguna. Oleh karena itu, diperlukan strategi penataan trayek dan peningkatan kualitas pelayanan guna menjaga keberlanjutan sistem angkutan bemo di masa mendatang. Kata kunci: bemo, kinerja angkutan umum, faktor muat, trayek, transportasi perkotaan
Pengaruh Penambahan Material HDPE Terhadap Karakteristik Fisik dan Mekanis Aspal Aditya Bayu Setyo Purnomo; Shinta Novriani
Konstruksia Vol 17 No 2 (2026): Jurnal Konstruksia Vol 17 No. 2 Tahun 2026
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/jk.17.2.81-87

Abstract

Penggunaan plastik Polietilen Densitas Tinggi (HDPE) telah menarik perhatian yang cukup besar karena ketahanannya terhadap suhu tinggi, degradasi yang rendah, dan fleksibilitas yang tinggi. Selain potensinya untuk meningkatkan ketahanan aspal terhadap deformasi, pemanfaatan HDPE juga dapat berkontribusi untuk mengurangi volume limbah plastik, yang telah menjadi masalah lingkungan global yang signifikan. Pengujian yang dilakukan dalam penelitian ini adalah gradien material, spgr, gmm, dan uji kekuatan tekan Marshall. Pada campuran di mana 50% agregat kasar digantikan dengan HDPE, nilai yang diperoleh adalah VIM = 2,3, VMA = 22, dan VFB = 89,42. Pada komposisi ini, nilai VIM relatif rendah (2,3), sedangkan standar Bina Marga menetapkan kisaran 3–5. Ini menunjukkan bahwa rongga udara dalam campuran aspal relatif padat. Namun, parameter Marshall menunjukkan hasil yang memuaskan, dengan nilai stabilitas 9,797, menunjukkan kekuatan tekan yang memadai. Oleh karena itu, penggunaan HDPE dalam campuran aspal pada tingkat substitusi ini masih dianggap layak. Pada campuran di mana 75% agregat kasar digantikan dengan HDPE, nilai yang diperoleh adalah VIM = 3,56, VMA = 22,98, dan VFB = 84,54. Meskipun nilai VIM meningkat menjadi 3,56, stabilitas Marshall menurun menjadi 8.492, menunjukkan bahwa Kata kunci: AC-WC, Plastik, MixQGensity, Optimum, Agregat.