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Misdalena, Felly
UNIVERSITAS TRIDINANTI PALEMBANG
Agriculture, Biological Sciences & Forestry Arts Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation

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Metode PCI dan Alternatif Perbaikan pada Kerusakan Ruas Jalan Urip Sumoharjo Bandar Lampung Pujianto, Tri; Misdalena, Felly; Zain, Alfath
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.809

Abstract

Roads are very important transportation infrastructure in traffic flow. When there is a road section that is damaged, it will have a significant impact on traffic flow. Roads can be analyzed to determine the cause of the damage and repair alternatives. This study aims to determine the types of damage and road pavement conditions so that they can be determined how to repair them. The method used in this study is the PCI (Pavement Condition Index) method. Initial research on the condition of the road surface is to conduct a survey by observing and analyzing the road based on the types of damage to be used as a basis for carrying out road maintenance and repairs. To determine and group the types and levels of pavement damage, and determine the value of the pavement condition by finding the PCI (Pavement Condition Index) value and repair efforts. The results of damage to the Urip Sumoharjo road section, Bandar Lampung are marked with STA 0 + 000 - 3 + 000. The PCI value on the road section is 65.3% with good conditions based on the rating. The types of maintenance carried out to improve the level of road service according to the highway regulations on this section are asphalt coating, patching, and leveling.
ANALISA KINERJA DAN TINGKAT PELAYANAN SIMPANG BERSINYAL KAPTEN A. RIVAI DENGAN METODE PKJI 2023 Alzahri, Syahril; Zulkarnain, Yules Pramona; Misdalena, Felly; Fathurrahman, Muhammad
LATERAL: Jurnal Teknik Sipil Vol 3 No 1 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i1.909

Abstract

Palembang is one of the major cities in Indonesia that has undergone rapid growth, particularly in infrastructure and transportation. This development has led to a significant increase in vehicle numbers and heavy traffic flow, which is further worsened by side-friction activities that cause vehicle congestion, delays, and increase the risk of accidents. As a result, these traffic conditions reduce the comfort and safety of road users. The Kapten A. Rivai intersection, the focus of this study, serves as a key junction in Palembang, connecting office districts, shopping centers, and schools. The problem addressed in this research is how to analyze the performance and Level of Service (LOS) of the signalized intersection at Kapten A. Rivai using the PKJI 2023 method, with the goal of assessing the intersection’s overall performance and service quality. The findings show that during the evening peak hour on Tuesday (5:00 PM – 6:00 PM), the highest traffic volume at the Kapten A. Rivai intersection was recorded on the Jaksa Agung Soeprapto approach, with a capacity of 699 vehicles/hour and a saturation degree of 0.9. The average delay at the intersection was 49.57 seconds/vehicle, placing its Level of Service (LOS) in category E.
Pengaruh Prasarana Jalan terhadap Tingkat Keselamatan Pengguna Jalan di Jalan Desa Tarahan, Kecamatan Katibung, Kabupaten Lampung Selatan Sanjaya, Ketut Raditia; Misdalena, Felly; Adrian, Qadhli Jafar
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.905

Abstract

Traffic safety is a condition to reduce the risk of accidents during traffic caused by drivers, vehicles and the environment. On the Tarahan road section there are no traffic signs and there are several road sections that do not have road markings or have faded. The importance of this study is to determine the level of safety on the Tarahan road section, Katibung District, South Lampung. The method used is the quantitative method and the survey method. The questionnaire for this study uses two tests, namely the validity test and the reliability test using SPSS software and has been declared valid and the data instrument can be trusted. The questionnaire to road users and the survey method are in the form of data on the speed of drivers and road infrastructure. The average speed obtained for Light Vehicles (KR) is 47.19 Km / Hour, Heavy Vehicles (KB) is 37.87 Km / Hour and Motorcycles (SM) is 44.64 Km / Hour. After distributing the questionnaire to 100 respondents, the Likert scale/level of importance of road infrastructure was 92.4% and can be seen in the score interpretation criteria, namely that drivers agree on the importance of road infrastructure for road safety.
Cangkang Kerang Sebagai Subsitusi Agregat Halus terhadap Kuat Tekan Beton Saputra, Edo Dwi; Misdalena, Felly; Zain, Alfath
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.883

Abstract

Concrete is a major construction material that is often used in modern construction due to its flexibility and durability. This study aims to examine the potential of green mussel shells as a partial substitute for fine aggregate in concrete mixtures. Green mussel shells, which are mostly composed of calcium carbonate, offer an environmentally friendly solution by utilizing waste to support the sustainability of the construction industry. This study used an experimental method with variations in green mussel shell substitution of 0%, 5%, 10%, 15%, and 20%. The concrete making process involves mixing cement, coarse aggregate, fine aggregate, water, and crushed mussel shells. The concrete compressive strength test was carried out after curing for 28 days. The results showed that the higher the percentage of mussel shell substitution, the lower the compressive strength of the resulting concrete. At low substitution (5%-10%), concrete still meets the criteria for non-structural applications, with an average compressive strength ranging from 8.37 MPa to 9.05 MPa. At high substitution (15%-20%), the compressive strength of concrete decreased significantly to an average of 6.48 MPa. Substitution of green mussel shells has the potential as an alternative material in concrete, taking into account the maximum limits of its use to maintain the mechanical performance of concrete.
EVALUASI TARIF BERDASARKAN BIAYA OPERASIONAL KENDARAAN (BOK), ABILITY TO PAY DAN WILLINGNESS TO PAY Felly Misdalena
Jurnal Desiminasi Teknologi Volume 12 No.1 Januari 2024
Publisher : Fakultas Teknik Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/destek.v12i1.464

Abstract

Abstrak: Angkutan Kota Trayek Ampera – Km.5 merupakan salah satu angkutan kota yang melayani daerah yang strategis, dilihat dari rutenya yang dimulai dari terminal Ampera yang berlokasi di Jl.Tengkuruk Permai. Trayek ini merupakan pusat perekonomian yang dimana pengguna angkutan kota akan lebih bervariasi. Permasalahan yang sering dihadapi oleh pemakai jasa angkutan kota adalah mengetahui besaran biaya tarif berdasarkan BOK dan daya beli penumpang. Data yang digunakan adalah data primer dan data sekunder. Hasil pengolahan dan analisis data bahwa tarif berdasarkan Biaya Operasional Kendaraan ( BOK ) yang dikeluarkan oleh Dinas Perhubungan sebesar Rp. 4.000,- telah sesuai karena berdasarkan Biaya Operasional Kendaraan yang diteliti didapatkan tarif Rp.3.300,- sehingga mendapatkan tarif yang optimal dan Tarif yang berlaku pada saat ini untuk Kategori Umum sebesar Rp.4.000,- dan untuk Kategori Pelajar/Mahasiwa Rp.1.800. Nilai ATP untuk Kategori Umum Pada Hari Kerja sebesar Rp.4.289,- dan Kategori Pelajar/Mahasiswa yaitu sebesar Rp. 2.158,- sedangkan pada Hari Libur untuk Kategori Umum sebesar Rp.4.137- dan untuk Kategori Pelajar/Mahasiswa Rp. 1.984,- telah sesuai dengan tarif yang berlaku, yang artinya mayoritas penumpang Angkutan Kota trayek Ampera-KM.5 Kota Palembang memiliki kemampuan dalam membayar tarif. Sedangkan untuk nilai WTP pada Hari kerja sebesar untuk Kategori Umum Rp.3.286,- dan untuk Kategori Pelajar/Mahasiswa Rp.1.542,- sedangkan nilai WTP pada Hari Libur untuk Kategori Umum sebesar Rp.3.158,- dan untuk Kategori Pelajar/Mahasiswa Rp.1.555,-.Berarti kondisi ini menunjukkan bahwa Kemampuan Membayar penumpang (ATP) lebih besar dari Kemauan Membayar penumpang (WTP).
Evaluasi Kinerja Ruas Jalan Sukabangun II Kota Palembang Menggunakan Metode PKJI 2023: Performance Evaluation Of Sukabangun Ii Road Section Palembang City Using PKJI 2023 Method Al Faritzie, Hariman; Misdalena, Felly; Aprilyanti, Selvia
Media Ilmiah Teknik Sipil Vol. 13 No. 1 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v13i1.8667

Abstract

Sukabangun II Street in Palembang City is an area with a fairly high population density where the quantity of activities is quite high using vehicles on the road. The position of this road in Palembang City which is a traffic activity for the community's economy will affect street activities, especially at the intersection of this road. Traffic jams often occur due to narrowing of the road and slowing of vehicle flow along the intersection on Jalan R.A Abusamah and the direction of Jalan Beringin. This results in obstacles to traffic for people passing through Jalan Sukabangun II. In this study, an evaluation of the performance of the Sukabangun II road section in Palembang City was carried out. The method used is the PKJI 2023 method and is interpreted in 3-dimensional visualization using the PTV VISSIM Ver. 2021 microsimulation application. The results of the study showed a capacity value of 1,904 pcu units per hour, and a traffic flow value (Q) of 1160.8 pcu units per hour, so that the degree of saturation (DJ) was obtained as 0.61. This conclusion shows that the Sukabangun 2 road section in Palembang City is included in the category of roads with service level F.
Pengaruh Jenis Air Perawatan terhadap Kuat Tekan Beton pada Usia 28 Hari Fahri, Miftakhul; Misdalena, Felly; Kesumawati Yacub, Vanita
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2446

Abstract

Concrete quality is highly influenced by the curing process, including the type of water used, as it affects cement hydration. This study compares the effects of using seawater and freshwater on the compressive strength of concrete, with eight cylindrical specimens (four cured with seawater and four with freshwater) tested at 28 days in accordance with SNI standards. The results show that concrete cured in seawater achieved an average compressive strength of 18.88 MPa, which is higher than that of concrete cured in freshwater (14.94 MPa). This increase is presumed to be due to the presence of Ca2+, Mg2+, and SO42- ions in seawater, which accelerate cement hydration, although the Cl- content remains a concern due to its potential to cause reinforcement corrosion. This study contributes to the utilization of seawater as an alternative curing medium in coastal regions where freshwater is scarce, while emphasizing the need for further research to assess the long-term effects on structural durability.
Evaluasi Kinerja Persimpangan Tak Bersinyal Menggunakan Metode PKJI 2014 Rinaldo, Fieri; Misdalena, Felly; Pramita, Galuh
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2455

Abstract

Urban development and rapid population growth have led to an increase in traffic volume on major roads, including the intersection of Airan Raya Street and Jatimulyo. This intersection serves as an alternative route to Metro City and is one of the key links between Bandar Lampung City and South Lampung Regency. Due to the high frequency of vehicles passing through this location, traffic congestion often occurs. The dense traffic flow affects road performance and increases the risk of both accidents and congestion. This study aims to evaluate the performance of the intersection using the PKJI 2014 Method, which takes into account factors such as capacity, degree of saturation, delay, and level of service. To determine the peak traffic volume, a traffic survey was conducted over three days — Saturday, May 10; Thursday, May 15; and Monday, May 19, 2025. Data evaluation was performed using PKJI 2014 analysis techniques. The results show that on Saturday, May 10, between 07:00–08:00, the highest traffic flow occurred, amounting to 5,938 vehicles per hour (equivalent to 2,402.2 seconds per hour after conversion). The degree of saturation (DS) was 0.8836, indicating that the intersection’s capacity needs to be reassessed to prevent more severe congestion. The level of service was categorized as C (moderate) with an average delay of 15.2298 seconds/skr and a queue probability (QP) ranging from 31.3410% to 61.8522%. This study provides a foundation for policy formulation and traffic engineering strategies at unsignalized intersections with high traffic density, supporting efforts to improve road performance and reduce congestion.
Analisis Hambatan Samping terhadap Kinerja Lalu Lintas Menggunakan Regresi Linier Berganda Auliansyah, Eriza; Misdalena, Felly; Wahyuningsih, Panti
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2475

Abstract

The purpose of this study is to examine how side obstacles affect traffic flow on Jalan Ikan Sebelah in Bandar Lampung City. Roadside parking, stopped cars, cars entering and exiting, pedestrians, and slow-moving vehicles such as bicycles and pedicabs are all considered side obstacles. To assess the contribution of each side obstacle, this study uses multiple linear regression and traffic performance analysis based on the 2014 Indonesian Road Capacity Guidelines (PKJI). With light vehicles traveling at only 19.18 km/h during rush hour, the results show that the degree of saturation reached a value of 0.80, indicating a category D road service level. Vehicle parking, stopping, and entering and exiting had the greatest side obstacles, with an obstacle value of 548.8 smp/hour. These findings confirm that managing side constraints is crucial for improving the capacity and performance of road sections in areas with high social and economic activity.
Evaluasi Kerusakan Jalan Menggunakan Metode Surface Distress Index) Romdoni, Agung; Misdalena, Felly
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2609

Abstract

Damage to road infrastructure is one of the main problems in Indonesia's land transportation system, which has an impact on reduced mobility efficiency and increased economic burdens. This study aims to evaluate the level of pavement damage on Pangeran Tirtayasa Road, Bandar Lampung City, by applying the Surface Distress Index (SDI) approach. This method assesses road surface conditions based on visual parameters such as crack size, number of potholes, and wheel rut depth. Data collection was conducted through a field survey on a 200-meter road section divided into two segments, namely from STA 4+265 to STA 4+465. The analysis results show that Segment I obtained an SDI score of 105, which is classified as slightly damaged, while Segment II recorded a score of 35, which is classified as good. Based on these results, Segment I is recommended for rehabilitation, while Segment II only requires routine maintenance. These findings confirm that the SDI method is effective in supporting more accurate technical decision-making in developing structured and sustainable road maintenance strategies.
Co-Authors Al Faritzie , Hariman Al Faritzie, Hariman Alfath Zain Ani Firda, Ani Ansyory, Deby Auliansyah, Eriza Fahri, Miftakhul Hariman Alfaritzie Hendrik Jimmyanto Indra Syahrul Fuad, Indra Syahrul Kesumawati Yacub, Vanita Lestari, Fera Lubis, Lega Reskita Millennia, Alen Aquariesta Muhammad Fathurrahman Ningsih, Panti Wahyu Pramita, Galuh Pujianto, Tri Qadhli Jafar Adrian Ramadhani Ramadhani Rinaldo, Fieri Romdoni, Agung Sanjaya, Ketut Raditia Saputra, Edo Dwi Selvia Aprilyanti, Selvia Sinurat, Febrian Syahril Alzahri, Syahril Trisnawati, Fika Wahyuningsih, Panti Yules Pramona Zulkarnain