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All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Menara: Jurnal Teknik Sipil Journal of Indonesia Road Safety Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) International Journal of Mechanical, Electrical and Civil Engineering
Elsa Tri Mukti
Universitas Tanjungpura
Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Engineering Law, Crime, Criminology & Criminal Justice Social Sciences Transportation Other

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Accessibility Analysis of Basic Infrastructure in Pal IX Village, Sungai Kakap Sub-District, Kubu Raya Regency Aulia, Nurul Rahmi; Azwansyah, Heri; Mukti, Elsa Tri
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.v25i1.88448

Abstract

In rural areas, infrastructure is crucial for supporting social and economic development. It encompasses technical facilities, physical systems, hardware, and software needed to provide services to the community and support structural networks, ensuring the smooth progress of economic and social growth. This study aims to analyze the accessibility of basic infrastructure and determine the road priority ranking in Pal IX Village, Sungai Kakap Subdistrict, Kubu Raya Regency, using the Integrated Rural Accessibility Planning (IRAP) method and Geographic Information Systems (GIS). The analysis results using the IRAP method indicate that the highest priority sector in Pal IX Village is Primary School Education (SMP), with an accessibility value of 10,52. Meanwhile, the road benefit analysis, using IRAP and GIS, shows that the highest priority road is Jalan Kalimas Hulu, with a road benefit accessibility value of 18,12. The IRAP method is effective for planning and improving rural accessibility by utilizing GIS for data analysis and mapping. GIS allows for more accurate and efficient data collection, processing, and visualization related to infrastructure and accessibility. Using software like ArcGIS 10.8, this study provides a map that identifies priorities and real conditions based on field data.
The Impact of Side Friction on the Performance of Jalan D.I. Panjaitan in Sintang using the PKJI 2023 Method Linnisa, Orva; Kadarini, S. Nurlaily; Mukti, Elsa Tri
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.v25i1.87208

Abstract

Sintang Sub-district is the center of business, economic, and government activities in Sintang Regency, which leads to increased transportation needs. However, adequate infrastructure does not match this growth, resulting in traffic problems, especially side obstacles on Jalan D.I Panjaitan. This research aims to analyze the performance of Jalan D.I Panjaitan, evaluate the influence of side obstacles, and propose solutions to improve road performance. Data were analyzed using the Indonesian Road Capacity Manual (PKJI) 2023. The analysis results show that the level of side obstacles is in the Very High (VH) category. The degree of saturation on Saturday was 0,622, Sunday was 0,741, and Monday was 0,560. The road capacity is 957,168 SMP/hour with a free flow speed of 39,925 km/hour. The simulation of parking transfer to the sidewalk increases the road capacity to 1.123,632 SMP/hour and allows a free flow speed of 45,951 km/hour. The degree of saturation decreased to 0,530 on Saturday, 0,642 on Sunday, and 0,474 on Monday. Parking relocation is proven to increase road capacity, decrease the degree of saturation, and improve the level of service.
IMPLEMENTATION OF THE TRAFFIC CONFLICT TECHNIQUE METHOD AT PONTIANAK'S UNSIGNALIZED INTERSECTION Irwandi, Irwandi; Mukti, Elsa Tri; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i4.67391

Abstract

The high number of traffic accidents is a problem for the government in realizing traffic security, safety, and smoothness. Intersections are the most common point of conflict, especially unsignalized intersections. The research location of the intersection of Jl. Budi Utomo - Jl. 28 October-Jl. Parit Nenas, Siantan Hulu Village, North Pontianak District, and Pontianak City intersect environmental-type commercial roads with many vehicles and education centers.   The research objectives are to identify traffic conflicts, analyze the level of traffic conflicts, and provide alternatives to overcome problems.Traffic Conflict Technique is an observation method to analyze traffic conflict that illustrates the seriousness of the conflict. The research data used CCTV recording for two days, Saturday and Tuesday. The Traffic Conflict Technique method uses the Time to Accident and Conflicting Speed values to determine the seriousness of the conflict.Based on the analysis of the Traffic Conflict Technique method, the research location with 34 vehicle conflicts has a severe level of conflict that could potentially cause accident risk. The level of serious conflict is 27 vehicle conflicts, with a percentage of 79.41%. Vehicle speed in the class 15 km / h - 19 km / h is the most severe conflict speed, with 12 vehicle conflicts and a percentage of 44.44%. Accelerating vehicle behavior is the most severe conflict, with 25 vehicle conflicts and a percentage of 83.33% of accidents that have the potential to occur. Alternatives to reduce the causes of accidents are adding traffic signaling devices and traffic signs to improve safety.
INTERSECTION ARRANGEMENT DESIGN ON SULTAN HAMID II ROAD - GUSTI SITUT MAHMUD ROAD "“ 28 OKTOBER ROAD "“ SELAT PANJANG ROAD PONTIANAK DUE TO THE OPERATION OF THE LANDAK PARALLEL BRIDGE Lo, Oktaviani Chelin; Mukti, Elsa Tri; Juniardi, Ferry
Jurnal Teknik Sipil Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i4.68505

Abstract

The signalized intersection on Sultan Hamid II Road - Gusti Situt Mahmud Road "“ 28 Oktober Road "“ Selat Panjang Road is an intersection in Pontianak city with high traffic problems. The construction of the Landak parallel bridge initially aimed to reduce congestion, but this created an imbalance that caused congestion. This research analyses the performance of the intersection using the 1997 Indonesian Road Capacity Manual method and VISSIM software simulation. Data was collected in the form of intersection geometric data, traffic light cycle time, vehicle speed, and traffic volume taken for three days with a survey tool in the form of CCTV as a recorder at 06.00 - 18.00 WIB. Then, the data collected is processed into the basis of research to calculate the performance of the intersection in existing conditions and develop alternative improvement plans using MKJI 1997 and VISSIM software simulations. In the analysis with the MKJI 1997 method, the North road's service level is LOS C; the East road is LOS C; the South road is LOS B; the West road is LOS F, and the highest degree of saturation is 1.56. Analysis with VISSIM software simulation obtained the level of service of the intersection LOS C. After making alternative changes in cycle time, geometrics, and restrictions on the time of prohibition of passing obtained in alternative 15 with changes from signalized intersections to roundabouts and geometric changes.
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
Effect of Number of Impacts on the Voids of AC-WC Mixture with Cement Additive as Filler Riski, Muhammad; Azwansyah, Heri; Mukti, Elsa Tri
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.v25i1.88874

Abstract

This study investigates the effect of the number of compaction impacts on the void characteristics of Asphalt Concrete-Wearing Course (AC-WC) mixtures with cement as an additive filler. The research employed an experimental approach, testing mixtures with two filler types: stone dust alone and a combination of stone dust with 1% cement. Compaction levels varied at 2×65, 2×75, and 2×85 blows, and Marshall tests were conducted to evaluate stability, flow, Voids in Mix (VIM), Voids in Mineral Aggregate (VMA), and Voids Filled with Bitumen (VFB). Results demonstrated that increasing compaction effort and adding 1% cement reduced VIM and VMA while enhancing stability and VFB. The lowest VIM (2.53%) and highest stability (1078.45 kg) were achieved with 6.5% asphalt, 1% cement, and 2×85 blows, indicating improved mixture density and load resistance. The findings align with Bina Marga 2018 specifications, highlighting the benefits of cement as a filler and optimal compaction for AC-WC performance.
APPLICATION OF THE VISSIM PROGRAM IN EVALUATION AND IMPROVING THE PERFORMANCE OF UNSIGNALED INTERSECTIONS IN PONTIANAK CITY Mukti, Elsa Tri; Irwandi, Irwandi; Satriatama, M.Dzulfikar Andika
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.75575

Abstract

As part of transportation infrastructure, road infrastructure is essential in increasing community mobility and accessibility. When traffic volume increases or changes its characteristics, the intersection is the first thing that shows the inability to serve the increased traffic. Because intersections are critical points of the traffic system where vehicles from different directions meet, obstacles and traffic jams at intersections will affect the capacity of the road concerned, so the level of service at the intersection will decrease, including the speed, safety, and comfort of road users.This research aims to evaluate the performance of the third and fourth unsignaled intersections in Pontianak City (with a case study of the intersection of Jl. Sultan Abdurrahman-Jl. Sulawesi and the intersection of Jl. Alianyang-Jl. Putri Dara Nante-Jl. Putri Dara Hitam) and analyze alternatives to improve the performance of unsignalized intersections using Manual Kapasitas Jalan Indonesia and the VISSIM program application.The intersection performance analysis results for existing conditions at the third unsignaled intersection have a level of service value of A, and at the fourth unsignaled intersection, a level of service value of B. Based on the intersection performance analysis results, the intersection in its existing condition does not require any treatment or recommendations to improve its performance road infrastructure.  
ANALYSIS OF ROAD DAMAGE CONDITIONS ON THE SURFACE LAYER USING PCI ( PAVEMENT CONDITION INDEX ) METHOD (CASE STUDY: RASAU JAYA ROAD, KUBU RAYA REGENCY, WEST KALIMANTAN PROVINCE) Stefanus, Stefanus; Widodo, Slamet; Mukti, Elsa Tri; Erwan, Komala; Azwansyah, Heri
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59394

Abstract

The road is an infrastructure in the flow of traffic, the Raya Rasau Jaya section was damaged, with light, medium and heavy damage. One way to determine the condition of road damage is the Pavement Condition Index (PCI) method. The purpose of this study is to determine, identify and calculate the value of road damage that occurs using the PCI method and to know the handling of the road damage. The method used is PCI, the results of field analysis and values calculated by the PCI method, recommendations for road repairs using the Asphal Institute MS-17 method. The results of the analysis of the surface condition of the 8 km road pavement using the PCI method, averaged per 1 Km starting from STA 26+700 to 27+700, 27+700 to 28+700, 32+700 to 33+ 700 classified as good damage, STA 28+700 to 29+700, 29+700 to 30+700, 30+700 to 31+700, 31+700 to 32+700 classified as very good condition, STA 33+700 to 34+700 perfect condition. Recommendations for road repair per 1 Km using the Asphalt institute MS-17 method, namely Routine Maintenance at STA 29+700 to 30+700, 30+700 to 31+700, 31+700 to 32+700, 33 +700 to 34+700 and Patches and Additional Coatings on STA 26+700 to 27+700, 27+700 to 28+700, 28+700 to 29+700, 32+700 s/ d33+700.
The Impact On Street Parking At Jalan Alianyang Kota Pontianak Indigo, Joerka Wednesday; Said, Said; Kadarini, S. Nurlaily; Mukti, Elsa Tri; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59188

Abstract

The development of activities on Jalan Alianyang, Kota Pontianak causes problems,namely the decrease in mobility on the road. This is due to the unavailability of a separateparking area for each of the facilities mentioned above, so parking is carried out using theroad. This causes a reduction in road capasity and causes a decrease in speed for passingvehicles. The purpose of this study is to determine the condition of parking on JalanAlianyang Pontianak in the form of available parking spaces, and the parkingcharacteristics of vehicle owners, to determine the magnitude of side friction due to onstreet parking, getting a road performance value by considering on street parking. Themethod used is based on MKJI (1997) and the Technical Guidelines of the DirectorateGeneral of Land Transportation (1998). Data collection in this study includes primary dataobtained from survey research in the field which includes geometric data on JalanAlianyang, traffic volume data, vehicle speed data, side friction data, and patrol parkingdata. The secondary data was obtained from the Mayor's Decree on Pontianak City Roadon Parking in Kota Pontianak and data from the Pontianak City Population and CivilRegistration Agency. The study was conducted for 4 days on June 24 to 27, 2022 on theJalan Alianyang segment between Jalan Pangeran Natakusuma and Jalan Suwignyo from06.00 to 21.00 WIB. From the results of the analysis can be concluded that the highestaccumulation of hourly parking on weekdays 45 motorcycles and 30 cars, on weekends40 motorcycles and 12 cars. The largest parking volume on weekdays is 1043 vehicles, onweekends is 780 vehicles. The highest average parking index along 200 m is 80% whichmeans that not all road segments are used as parking lots. The performance of road sectionswithout on street parking shows a level of service C and a degree of saturation of 0.45.Meanwhile, with the influence of on street parking with a level of service F and a degreeof saturation of 1.01. Based on parking needs, it can be considered using one side of theroad with good parking management so that parking and mobility needs can be balanced.
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  
Co-Authors - Akhmadali - Haryadi - Sumiyattinah A.S., M. Zulfikar Abang Heruadji Hutama Ade Sjafruddin Adinda Zulviana Aditya Renaldi Adna, Serafina Gebria Aine Kusumawati Akhmadali Akhmadali Akhmadali Akhmadali Akhmadali Akhmadali, Akhmadali Aldiansyah, Rizky Okta Alvens Robby Dwi Tama Sinurat Alvisha, Dio Amnesi, Tobi Bintario Anastasia Caroline Sutandi Andi Tri Wicaksono Andry Phan Apriansyah Ar, Rosandri Ardhanihan, Fahrul Arfando, Gio Arief, Elin Prasanty Aulia, Nurul Rahmi Betty, Klara Trianisa Bhaskara, Galih Surya Budi Setiawan Chiapara, Ineke Darmawan, Hifzhan Hanif Denisa Nurhabibah Desi, Regina Dian, Ansela Brigita Ditama, M Fachri Mulya Eti Sulandari Evan Evan Fachriansyah, Chairul Fajar Budiarto Fajri Husaini Husaini Ferry Juniardi Ferry Juniardi Fikriyah, Naimatul Fiqri Nurhadi Firmandari, Uray Rima Fitrah, Nur Nahriyah Maulidatul Gatot Setya Budi Geraldo Dewantara Gunawan, Urai Gusti Eri Fitriyadi H., M. Naufal Hardika, Teodolus Heri Azwansyah Heri Azwansyah Hermanus, Hermanus Hervian Handika Sugasta Herwani . Hijjratul Ashry Shaumi Atthariq Imanuel T. Jordan Indigo, Joerka Wednesday Irfanda, Yudis Irwandi Irwandi Januarsih, Hafizah Jemi, Marlianilius Juliansyah, Iqbal Kadarini, S. Nurlaily Kadarini, S. Nurlaily Kartini Kartini Komala Erwan Kurniasari, Novia Lase, Firman Kornel Linnisa, Orva Lo, Oktaviani Chelin Lusiana Lusiana Madjid, Rialdi Zulkifli Matheus, Agustian Mira Armiza Muhammad Dzulfikar Andika Satriatama Muhammad Ferdiansyah, Muhammad Muhammad Riski, Muhammad Nababan, Rina Noviana Nanda, Fabianus Nanta, Paskalis Beni Natalis Deni Nico Hendrawan Pratama Putra Nisa, Marfiratun Nisa, Selvi Chairun Nova Kartika Jalanastri Nur ‘Azah Nurhayati Nurhayati Nurhayati Nusantara, Satria Oktomi, Abang Vebri Parianto, Parianto Parindu, Ragil Satria Pribadi, Ramadhan Puspita, Windy Eka Putra, Abi Erlangga Putri Rismawati Putri, Hasanarrachmawati Arnie Putri, Nurul Aulia Putri, Sesilia Kethavienda Queeny Nirvana Mindy Kadsulatida R M Rustamaji Rahmini, Feby Dwi Ramadhoni, Eggy Putra Rezyantara Adekmas Senna Rivaldi, Rivaldi Rizki, Devi Novalia Rudi S. Suyono Rudi Sugiono Suyono Rudi Sugiono Suyono Rudi Sugiono Suyono, Rudi Sugiono Ruskamdi Rustamadji, R M S Nurlaily Kadarini S. Nurlaily Kadarini Said Basalim Said Said Said Said, Said Said, Said Said Salsabila, Nur Aulia Saputra, Andhika Sahid Saraswati, Tiara Satriatama, M.Dzulfikar Andika Sayuti, Ilham Muhammad Septiana, Salsabilla Septianingsih, Dwi Anggun Setiawan, Vebri Agus Siregar, Faris Akmal Siti Mayuni Siti Nurlaily Kadarini, Siti Nurlaily Slamet Widodo Slamet Widodo Sonya Sulistyono Stefanus, Stefanus Styawan, Dicky Sumiyattinah, Sumiyattinah Sumiyattinah Syughanda, Heryawan Tambunan, Franzsio Gratio Verdiyanti, Nuria Eka Vivi Bachtiar Widia, Regina Wijayanto, Muhammad Agung Windy Indri Juliyanti Wulandari, Rizky Dwi Yudiestira, Pedro Jefferson Yuni Tri Astuti Zulkarnaen, Dedy