Article Per Year (5 Year)
p-Index From 2021 - 2026
4.229
P-Index
This Author published in this journals
All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil Jurnal Transportasi Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Jurnal Global Ilmiah Serambi Engineering
Siti Mayuni
Unknown Affiliation
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Economics, Econometrics & Finance Energy Engineering Environmental Science Industrial & Manufacturing Engineering Medicine & Pharmacology Social Sciences Transportation

Published : 63 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 63 Documents
Search

 3   4   5   6   7 
Performance Analysis of Jalan Pemuda Ngabang Section Employing PKJI 2023 Method Alyani, Amalia; Mayuni, Siti; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86362

Abstract

Roads are land transportation infrastructure that includes all parts including complementary buildings for traffic purposes, located on the surface or underground and above water surface, except railways, lorry roads, and cable roads. Jalan Pemuda Ngabang is a district road with 1.3 kilometers long and 6-meter wide traffic lanes. The Indonesian Road Capacity Guidelines (PKJI) 2023 method was employed in this study to analyze the performance of the road section. The analysis condition is divided into under existing conditions and a five-year projection period. The result of PKJI 2023 is the Degree of Saturation (DJ). Road geometric data, traffic volume, vehicle speed, and side obstacles are collected to be the primary data. Secondary data consists of the number of vehicles, population, and map of the study location. Secondary data was obtained by field survey conducted three days from 6:00 am to 6:00 pm. Study location is analyzed into 2 segment. The results show that the degree saturation on existing condition is 0.61 for segment 1 and 0.50 for segment 2 with each level of service C. 5-year projection period analysis was carried out to evaluate the road performance for 5-year forward. Analysis generate that the degree of saturation for each segments was 1.15 and 0.94 with level of service F and E. Because the value exceeded the scope limit of 0.85, some improvements were suggested to get better performance. After road improvements, the degree saturation decreased to be 0.84 from 1.15 and 0.69 from 0.94.
Analysis of Road Defects Using the Bina Marga Method on The Sukadana-Teluk Batang Road Section Yunri, Donatus Andasi; Basalim, Said; Mayuni, Siti
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86502

Abstract

The Sukadana-Teluk Batang road section supports community mobility and economic activities in Kayong Utara Regency. However, the road suffers significant damage due to excessive vehicle loads, poor drainage, environmental influences, and insufficient maintenance. This study analyzes road conditions using the Bina Marga method, which categorizes and evaluates damage types like cracks, potholes, and rutting to determine severity and prioritize maintenance. The results indicate that 30.69% of the road area is damaged, with critical segments such as STA 31+200 and STA 32+000 requiring immediate improvement. Segments with moderate damage are allocated for periodic maintenance, while minimal defects are addressed through routine maintenance. The study also integrates visual tools like graphs and maps to highlight damage distribution and facilitate decision-making. By emphasizing a data-driven approach, this research provides practical solutions for optimizing maintenance resources, extending road lifespan, and supporting sustainable regional development. The findings contribute to civil engineering practices and serve as a reference for managing infrastructure in similar regions.
Utilization Of Bentonite as A Substitute for Filler in Asphalt Concrete-Binder Course (AC-BC) Pratama, Tegar Wahyu; Azwansyah, Heri; Mayuni, Siti
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82658

Abstract

Bentonite is a term used in the trade industry to refer to clays that contain montmorillonite and belong to the dioctahedral group. Bentonite possesses unique properties, such as expanding when mixed with water. This property of bentonite is expected to enhance the performance of asphalt mixtures, particularly in the Asphalt Concrete-Binder Course (AC-BC). This research aims to analyze the Marshall characteristics, calculate the Optimum Asphalt Content (OAC) values, assess the layer performance, and determine the optimal percentage of substitution content in the Asphalt Concrete-Binder Course (AC-BC) layer. The research was conducted in several stages. The first stage involved testing the characteristics of the materials. In the second stage, test specimens were prepared with different known asphalt content variations. The third stage involved performing Marshall tests. The fourth stage analyzed the Marshall characteristics using the Bina Marga 2018 Revision 2 method. In the fifth stage, the OAC values were calculated for each variation of the asphalt mixture. The sixth and final stage involved drawing conclusions based on the previous stages. The Marshall test results for the Marshall characteristics determined the OAC for each variation: 6.20%, 6.25%, 6.10%, and 5.95%. Using bentonite in asphalt mixtures can improve stability across different bentonite content variations. With each addition of bentonite, the Voids in Mineral Aggregate (VIM) value is affected, as the VIM value decreases with increased bentonite usage. This suggests that bentonite fills the voids in the asphalt mixture. A lower VIM value indicates a more rigid asphalt mixture with each addition of bentonite and asphalt content.Keywords:  Bentonite in asphalt mixtures, Swelling properties of bentonite, Marshall characteristics in AC-BC, Optimum Asphalt Content (OAC) value, Bentonite substitution in pavement layers.  
Assessment of Pedestrian Sidewalk Utilization (Case Study of Jalan Gajah Mada) Dzulqolbirrohim, Muhammad Fadhil; Mayuni, Siti; Octaviana, Yanti
Jurnal Teknik Sipil Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i1.90391

Abstract

The rapid economic growth in major Indonesian cities has led to increased movement of people and goods, particularly in commercial centers, office districts, schools, places of worship, and other urban areas. To accommodate pedestrians while ensuring smooth traffic flow, the government is responsible for providing adequate sidewalk infrastructure. However, in practice, sidewalks often fail to function as intended. In response, the Pontianak City Government plans to expand and enhance sidewalk networks to create a more pedestrian-friendly urban environment. This study applies the Guttman Scale method in accordance with Regulation of the Minister of Public Works No. 03/PRT/M/2014 and Guideline 07/P/BM/2023 to assess sidewalk conditions. Additionally, pedestrian satisfaction is evaluated through interviews using the Likert Scale method. The assessment of existing sidewalk conditions, based on technical guidelines, produced the following results: safety (56.25%), comfort (100%), accessibility (37.50%), aesthetics (87.50%), connectivity (33.33%), and supporting facilities (15%). Meanwhile, pedestrian satisfaction ratings were accessibility (82.83%), climate and natural resilience (85.56%), air quality/odor (86.67%), cleanliness (69.44%), aesthetics (80.83%), safety (81.67%), supporting facilities (76.43%), and obstacles (71.67%). These findings highlight key areas for improvement and underscore the need for comprehensive urban planning strategies to enhance pedestrian infrastructure and overall sidewalk usability in Pontianak.
Geometric Design of Coordinated Traffic Signal Intersections: Case Study of Four-Way Intersections at Kapuas II Bridge and Kapur Village Zulkarnaen, Dedy; Mayuni, Siti; Mukti, Elsa Tri; Nurhayati, Nurhayati
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.84088

Abstract

The four-way intersections at Kapuas Bridge II, Jalan Mayor Alianyang "“ Adisucipto (Intersection I), and Jalan Mayor Alianyang "“ Kapur Village (Intersection II) are connected by Kapuas Bridge II. According to the 2023 Indonesian Road Capacity Guidelines (PKJI), congestion at these two adjacent intersections can affect each other, necessitating coordinated solutions. The PKJI 2023 approach evaluates intersection performance, focusing on the Degree of Saturation and Delays. For optimal performance, intersections must meet minimum service levels. Intersections I and II have saturation levels of 1.08 and 1.15, respectively, and delays of 217 and 273 seconds, with a service level F, indicating delays exceeding 60 seconds. To meet PKJI standards, saturation should be below 0.85, which is not the case here. Improvements include widening approaches and optimizing green and cycle times. The first phase involves widening the north and south approaches to 8 meters and the east and west approaches to 7.5 meters, reducing the cycle time from 160 to 120 seconds. The final phase widens all approaches to 20 meters and sets the cycle time to 90 seconds.Keywords: APILL Intersection, Degree of Saturation, Delay, Service Level, Coordination of Intersection, Cycle Time
Damage Analysis of Surface Layer on Jl. Pemuda, Sungai Rengas Using Pavement Condition Index (PCI) And Bina Marga Method Saraswati, Tiara; Mayuni, Siti; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82766

Abstract

Road damage will have a detrimental impact, disrupting economic and social activities and causing high accident rates. Road damage is the decline in road quality caused by many factors, both in function and structural damage. This study analyzes road damage conditions to identify the types, levels, and solutions for addressing road damage using the Pavement Condition Index (PCI) and the Bina Marga Method on Jl. Pemuda, Sungai Rengas, Kubu Raya Regency. The PCI analysis found four types of damage on Jl. Pemuda: bleeding, edge cracking, potholes, and raveling. The road condition value shows that the Jl. Pemuda section is in the Very Poor category with a condition value of 21,80, and the handling solution is reconstructed according to the Asphalt Institute MS - 17 method. The analysis results using the Bina Marga method found four types of damage on Jl. Pemuda: pothole, raveling, fatty, and edge cracking. The road condition value was found to be a priority order with a value of 6, which means it falls into the category of a periodic maintenance program, which is also a handling solution coupled with several Standard Bina Marga 2011 methods"”the Standard Bina Marga 2011 method for handling solutions on the Jl. Pemuda section is sand spreading, paving, crack filling, hole patching, and leveling.Keywords: Pavement Condition Index (PCI), Bina Marga Method, Road damage analysis, Pavement distress analysis, Reconstruction and maintenance methods  
PENERAPAN PERKERASAN ASPAL BERPORI DI INDONESIA Mayuni, Siti; Prabandiyani, Prabandiyani; Setiadji, Bagus Hario
Jurnal Teknik Sipil Vol 20, No 2 (2020): JURNAL TEKNIK SIPIL EDISI DESEMBER 2020
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v20i2.41892

Abstract

Perkerasan aspal berpori telah banyak diterapkan baik di negara maju maupun negara berkembang.   Penggunaan gradasi terbuka yang membentuk struktur yang berongga memberikan kesempatan bagi air hujan masuk dan kemudian keluar melalui kiri kanan jalan. Sistem drainase yang terbentuk merupakan salah satu solusi terhadap masalah genangan air di badan jalan yang biasanya terjadi di musim hujan atau kondisi hujan ekstrim, yang sering terjadi di banyak kota di Indonesia. Sebagai salah satu jenis perkerasan yang bergradasi terbuka, jenis perkerasan ini memiliki kelebihan dan kekurangan. Tidak selarasnya kinerja struktural dan kinerja fungsional merupakan salah satu kekurangan yang masih perlu mendapat perhatian. Penelitian yang dilakukan di Indonesia pada umumnya masih pada tahap mencari solusi dari kekurangan dari sisi kinerja campuran yang dikaitkan dengan jenis material, penggunaan bahan tambah, pemilihan spesifikasi yang digunakan serta modifikasi dari spesifikasi yang ada.   Masih perlu penelitian- penelitian lebih lanjut untuk membawa ke arah yang lebih kepada rekomendasi untuk dapat diterapkannya jenis perkerasan ini di Indonesia.
Analysis of Road Network Performance in Pontianak at Jalan Sepakat 2 Reformasi, Padat Karya Using PTV VISUM Pandia, Meri; Mayuni, Siti; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86883

Abstract

Jalan Sepakat 2, Reformasi, and Padat Karya are routes connecting strategic locations and educational institutions in Pontianak. As the population and economic activities grow, traffic volume increases, so a road performance analysis is needed to ensure the infrastructure can accommodate transportation needs and reduce potential congestion. This research uses primary data, such as road geometric data, traffic volume, and vehicle speed. Secondary data included location maps, population, motor vehicle numbers, trip generation, and attraction data. The analysis was based on the Indonesian Road Capacity Guidelines (PKJI) 2023 and PTV VISUM software. The analysis results 2024 showed a V/C Ratio of 0.59 with a service level of C and a speed of 31.18 km/hour. The 2029 projection shows a decline in performance with a V/C Ratio of 0.74, a service level of E, and a speed of 27.54 km/h. Jalan Reformasi was widened from 7.85 meters to 11 meters to improve performance, and Jalan Padat Karya from 6.25 meters to 8 meters. After the capacity increase, the 2029 projection shows improved performance, with the V/C Ratio decreasing to 0.63, the service level increasing to C, and the speed increasing to 31.27 km/h.
Utilization of Styrofoam Waste as an Additive in AC-BC Mixture with Variations in Compaction Temperature Theovani, Gabriel Julio; Azwansyah, Heri; Mayuni, Siti
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.90468

Abstract

Styrofoam, a polystyrene-based plastic widely used in packaging, poses serious environmental challenges due to its non-biodegradable nature. Its use as an additive in asphalt mixtures provides dual benefits: reducing plastic waste and improving pavement performance. This study evaluates the effects of styrofoam addition and variations in compaction temperature on the Marshall characteristics of Asphalt Concrete"“Binder Course (AC"“BC). The research included testing the physical properties of aggregates and asphalt, determining the optimum asphalt content (OAC) using the Barchart method in accordance with Bina Marga Specifications 2018, Revision II, and preparing mixtures with styrofoam contents of 0%, 3%, 6%, and 9%. Samples were compacted at 110 °C, 125 °C, and 140 °C, then tested using the Marshall method to analyze stability, flow, and void-related parameters. Results showed an OAC of 5,6%. Higher styrofoam content and compaction temperature generally improved mixture stability. The highest stability value, 1.152,2 kg, was achieved at a 9% styrofoam content and a compaction temperature of 140 °C. These findings indicate that styrofoam enhances structural strength by filling voids without significantly reducing flexibility. Therefore, styrofoam has strong potential as an eco-friendly additive to improve asphalt performance while helping reduce plastic waste.
Performance Analysis and Alternative Treatments at the Intersection of Jl. Gusti Situt Mahmud-Parit Pangeran in Pontianak Nisa, Marfiratun; Mukti, Elsa Tri; Mayuni, Siti
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86346

Abstract

Increased traffic activity can result in congestion, delays, or accidents at unsignalized intersections. This study assesses the performance of the three-arm unsignalized intersection at Jl. Gusti Situt Mahmud-Parit Pangeran, Pontianak, under current conditions and a 5-year forecast. The analysis employs the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 and VISSIM software, with data gathered during peak hours on Mondays from 17:00 to 18:00. In the present scenario, PKJI 2023 indicates a degree of saturation (DJ) of 0.95, a delay of 17.08 seconds, and a Level of Service (LOS) C, while VISSIM shows a delay of 21.10 seconds and LOS C. For the 5-year forecast, PKJI 2023 predicts a DJ of 1.07, a delay of 22.76 seconds, and LOS C, whereas VISSIM anticipates a delay of 21.10 seconds and LOS D. The most effective solution to enhance intersection performance includes widening significant roads, adding lanes, and incorporating medians, which would achieve an LOS A, thereby effectively mitigating congestion and delays for both current and projected conditions.
Co-Authors - Said - Sukamto, - Adariu, - Alfian, Ifan Alyani, Amalia Ammar, Nur Aprizaldy, Fitra Arbi Widyantoro As, Syafarudin Aulia, Muhammad Noviar Bagus Hario Setiadji Bakar, Azwar Abu Barokah, Juniwati Betty, Klara Trianisa Cahyani, Nanda Gita Daryoto ., Daryoto Dede Gusti Rendra Dewitha, Dwi Fitria Dzulqolbirrohim, Muhammad Fadhil Edo Darmawan Elsa Tri Mukti Ermansyah, Derry Eti Sulandari Fadillah, Syarif Ikhwan nur Fadly, Galih Falderika, Falderika Firmandari, Uray Rima Fitriansyah, Fahrul Hengki Firgian Heri Azwansyah Jesnita, Jesnita Kadarini, S. Nurlaily Katmoko, Desi Susilo Khafizan, - Komala Erwan Muhammad Hafidz, Muhammad Nisa, Marfiratun Novia, Lisa Nugroho, Leonardus Lini Nurhayati Nurhayati Octaviana, Yanti Oktavianus Andri Pandia, Meri Prabandiyani, Prabandiyani Pratama, Sastriawan Pratama, Tegar Wahyu Putra Dwi Melyano, Deni Putriningtiazti, Anissa Qadarola, Destri S Nurlaily Kadarini SAID . Said Basalim Said Said, Said Salsabila, Nur Aulia Sanjaya, Victor Saraswati, Tiara Sawaludin, Ahmad Slamet Widodo Slamet Widodo Slamet Widodo Sugasta, Hervian Handika Sutarno Sutarno Syafaruddin AS, Syafaruddin Syarifah Aini Syughanda, Heryawan Tamala, Evi Teddy Ariyadi Teddy Ismurdianto Terryanto ., Terryanto Theovani, Gabriel Julio Utami, Yuwita Tri Very Nusa Putera Widyo Wiyono Wijaya, Adib Wulandari, Rizky Dwi Yunri, Donatus Andasi Zainudin, - Zulkarnaen, Dedy