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Ma'ulfi Kharis Abadi
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Journal of Sustainable Civil Engineering (JOSCE)
Published by Universitas Banten Jaya
ISSN : 26560844     EISSN : 26562766     DOI : https://doi.org/10.47080/josce.v6i01.3325
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation
JOSE bertujuan untuk: 1. Mempublikasikan informasi, pengetahuan dan hasil penelitian terkait dunia teknik sipil 2. Mempromosikan pendekatan komprehensif terhadap teknik sipil yang menggabungkan sudut pandang berbagai disiplin ilmu. 3. Memperkuat pertukaran akademik dengan institusi lain. 4. Mendorong ilmuwan, praktisi insinyur, dan pihak lain untuk melakukan penelitian dan aktivitas serupa lainnya. JOSCE mempunyai ruang lingkup untuk: 1. Ilmu teknik Sipil 2. Ilmu transportasi 3. Ilmu pendukung teknik sipil
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 109 Documents
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ANALISIS KARAKTERISTIK DAN KINERJA CAMPURAN BERASPAL MENGGUNAKAN ASPAL BUTON (ASBUTON) SEBAGAI ALTERNATIF BAHAN PERKERASAN JALAN ali amal
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4610

Abstract

Kebutuhan aspal di Indonesia diperkirakan  terus meningkat seiring dengan perkembangan pembangunan infrastruktur jaringan jalan. Pulau Buton Provinsi Sulawesi Tenggara terdapat Aspal Buton (Asbuton) yang diperkirakan memiliki cadangan aspal dengan jumlah total sampai 650 juta ton. Penggunaannya sampai sekarang masih sedikit dengan jenis produksi umumnya Asbuton butir yang belum memberikan hasil yang efektif. Asbuton yang belum sesuai dengan fungsi yang sesungguhnya, Penelitian ini bertujuan untuk menganalisis karakteristik dan kinerja campuran beraspal yang menggunakan Aspal Buton (Asbuton) sebagai alternatif bahan perkerasan jalan dalam rangka mendukung pemenuhan kebutuhan aspal nasional. Metode penelitian yang digunakan adalah pendekatan kuantitatif berbasis kajian hasil uji laboratorium dan data sekunder yang meliputi uji Marshall, uji reologi, serta uji kinerja campuran beraspal Dari hasil analisis  menunjukkan bahwa campuran beraspal yang menggunakan Asbuton butir sebagai bahan aspal modifier (aditif) atau sebagai penambah atau pengganti filler dalam campuran, meningkatkan kinerja (stabilitas). Jenis Asbuton dalam bentuk cair/liquid mengandung Mineral (BAMM) memiliki sifat reologi jauh lebih baik dibandingkan aspal minyak. Campuran beraspal dengan Bitumen Asbuton Murni (BAM) memiliki kinerja dengan kekuatan (stabilitas), modulus kekakuan (stiffness modulus) dan ketahanan terhadap alur (Stabilitas dinamis) yang tinnggi, hampir sama dengan campuran yang menggunakan BAMM. bekerja secara efektif sebagai pengikat atau perekat agregat, mempunyai kemudahan dalam pelaksanaan dan pengangkutan serta dapat meningkatkan jumlah aspal/bitumen dalam pemenuhan kebutuhan aspal nasional.       
ANALISIS KINERJA OPERASIONAL ANGKUTAN UMUM      TRAYEK WARUNG POJOK - TUNJUNG TEJA Telly Rosdiyani; Putri Aperia; Euis Amilia
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4611

Abstract

Rural public transportation plays a vital role in supporting community mobility, particularly in areas with limited access to alternative transportation modes. However, the sustainability of rural public transport services faces various challenges, including operational efficiency, service quality, and competition from technology-based transportation services. This study aims to analyze the operational performance of rural public transportation on the Warung Pojok–Tunjung Teja route in Serang Regency based on cycle time, travel speed, service frequency, and headway indicators, as well as to identify user characteristics and perceptions regarding the services provided. A descriptive quantitative approach was employed, with data collected through field observations, operational surveys, interviews, and questionnaires distributed to 50 public transport users. The results indicate that the vehicle cycle time was 1.6 hours, the average travel speed reached 44 km/h, the service frequency was 10 vehicles per hour, and the average headway was 6 minutes. User characteristics were dominated by individuals aged 10–20 years (34%) and school students (34%), while the primary travel purpose was attending college or educational activities (40%). Furthermore, 44% of respondents reported having online transportation services as an alternative mode, indicating increasing competition from app-based transportation providers. In addition, 48% of respondents expressed the need for comprehensive service improvements, including lower fares, fleet rejuvenation, clear departure schedules, and extended operating hours. The findings suggest that rural public transportation on the Warung Pojok–Tunjung Teja route continues to play a significant role in supporting community mobility, particularly for educational and work-related activities. Therefore, improvements in service quality and operational management are required to enhance the competitiveness and sustainability of rural public transportation services.
Analisis Eksperimental Pengaruh Kombinasi Substitusi Abu Bonggol Jagung dan Serat Fiberglass Terhadap Kuat Tarik Belah Beton Muhammad Rizki Megantara; Ignatius Sudarsono; Fauzia Mulyawati
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4631

Abstract

Concrete is a construction material with high compressive strength; however, it exhibits low tensile strength and brittle behavior. Previous studies have extensively investigated corncob ash (CCA) and fiberglass fibers separately, whereas research examining the simultaneous combination of both materials remains limited. This study aims to investigate, through an experimental analysis, the effect of combining CCA substitution as a pozzolanic material with the addition of fiberglass fibers on the splitting tensile strength of concrete, in order to identify the optimum composition capable of enhancing mechanical performance while promoting the sustainable utilization of agricultural waste. The research employed a quantitative experimental method with CCA substitution variations of 0%, 3%, and 6% by cement weight, and fiberglass fiber additions of 0.5%, 1%, and 1.5% by fine aggregate weight. Testing was conducted at curing ages of 7, 14, and 28 days using a total of 126 cylindrical specimens. Characterization of CCA was performed using SEM and EDS analyses, revealing a porous morphology with significant silica content (52.35%), thereby confirming its potential pozzolanic reactivity. The combination of 3% CCA and 1.5% fiberglass fibers produced the highest splitting tensile strength of 2.738 MPa, representing an 18.6% increase compared with normal concrete. A very strong correlation was observed between compressive strength and splitting tensile strength (R² = 0.8419), confirming the effectiveness of the combined use of CCA and fiberglass fibers in simultaneously enhancing the mechanical properties of concrete.
ANALISIS PENURUNAN UMUR RENCANA JALAN BERDASARKAN PERTUMBUHAN LALU LINTAS PADA  JALAN RAYA SERANG – JAKARTA KILO METER 14 Ratih; Nila Prasetyo Artiwi; M Ichwanul Yusup
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4633

Abstract

https://docs.google.com/document/d/14JwRMAh1VJaHsYisZJDsOP0Cd2HAhDg2/edit?usp=sharing&ouid=116007635674699641810&rtpof=true&sd=true
PENENTUAN KELAS KINERJA ASPAL KONDISI STANDAR BERDASARKAN DATA TEMPERATUR UDARA DARI STASIUN KLIMATOLOGI DI SELURUH INDONESIA Tini Gustini; Madi Hermadi; Pio Ranap Tua Naibaho
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4637

Abstract

The implementation of Performance Grade (PG) asphalt specifications has become increasingly important for supporting pavement construction and maintenance practices that account for the influence of climatic and traffic conditions on asphalt performance. However, the Superpave system requires continuous pavement temperature measurements over a minimum period of five consecutive years, while such data are not yet available on a national scale in Indonesia. This study aimed to determine the appropriate asphalt Performance Grade classification for standard traffic conditions in Indonesia using daily maximum and minimum air temperature data collected from 172 meteorological and climatological stations operated by the Indonesian Agency for Meteorology, Climatology, and Geophysics (BMKG). Air temperature data were converted into pavement temperatures using the Superpave pavement temperature prediction equations. The maximum pavement temperature at a depth of 20 mm was used to determine the high-temperature performance grade, while the minimum pavement surface temperature was used to evaluate low-temperature performance requirements. The results indicate that most regions in Indonesia require PG 58 asphalt binders, whereas 13 locations require PG 64 binders. These findings suggest that the thermal conditions of Indonesian pavements generally remain within the operational range of PG 58, although several locations experience higher pavement temperatures that necessitate greater resistance to rutting and temperature-related distress. This study provides preliminary information on the spatial distribution of asphalt Performance Grades across Indonesia and may serve as a scientific basis for the development of a national PG map and the broader implementation of performance-based asphalt specifications for sustainable pavement infrastructure management.
ANALISIS PENGARUH KINERJA LALU LINTAS TERHADAP PEMBEBANAN DAN DESAIN STRUKTUR JEMBATAN CISIMEUT KABUPATEN LEBAK Menggunakan metode mkji dan pTV Vissim Dinihari Mulya Lestari; Telly Rosdiyani; Ahmad Rehan Purnomo; Ma'ulfi Kharis Abadi
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4643

Abstract

Jembatan Cisimeut di Kabupaten Lebak merupakan infrastruktur penting yang mendukung konektivitas transportasi, namun kondisi eksisting dengan lebar terbatas menyebabkan hambatan lalu lintas dan potensi pembebanan tidak optimal pada struktur jembatan. Penelitian ini bertujuan untuk menganalisis pengaruh kinerja lalu lintas terhadap pembebanan serta implikasinya terhadap desain struktur jembatan. Analisis kinerja lalu lintas dilakukan melalui survei volume kendaraan, derajat kejenuhan, tundaan, dan panjang antrian. Hasil analisis menunjukkan bahwa kondisi eksisting memiliki volume lalu lintas sebesar 3251 smp/jam dengan derajat kejenuhan lebih dari 1,0 yang mengindikasikan terjadinya kemacetan. Kondisi ini menyebabkan perubahan pola pembebanan dari dinamis menjadi statis akibat antrian kendaraan di atas jembatan. Data kinerja lalu lintas tersebut kemudian digunakan sebagai dasar dalam penentuan beban lalu lintas sesuai SNI 1725:2016 dan dianalisis menggunakan metode LRFD dengan bantuan software SAP2000. Hasil analisis struktur menunjukkan bahwa peningkatan beban akibat kondisi lalu lintas berpengaruh terhadap gaya aksial dan momen pada elemen struktur, khususnya pada batang top chord dan bottom chord. Setelah dilakukan perbaikan geometrik untuk meningkatkan kinerja lalu lintas, diperoleh penurunan derajat kejenuhan menjadi 0,83 yang berdampak pada distribusi beban yang lebih merata dan kondisi pembebanan yang lebih sesuai dengan asumsi perencanaan. Dengan demikian, kinerja lalu lintas memiliki pengaruh signifikan terhadap pembebanan dan desain struktur jembatan, sehingga perlu dipertimbangkan secara terintegrasi dalam perencanaan jembatan.
RANCANGAN BANGUNAN IPAL AIR LINDI TPA CILOWONG MENGGUNAKAN INTEGRASI VSSF CONSTRUCTED WETLAND DAN FILTRASI ALAMI FITRI DWIRANI; Ade Ariesmayana; Nila Prasetyo Artiwi; Deni Ihwanudin Firdaus
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4655

Abstract

Leachate generated from municipal solid waste landfills contains various pollutants that may pose significant environmental risks if discharged without proper treatment. The increasing volume of waste and high rainfall intensity in tropical regions contribute to fluctuations in leachate quantity and quality, creating challenges for landfill management. This study aimed to design a leachate wastewater treatment plant (WWTP) for the Cilowong Landfill, Serang City, Indonesia, by integrating a Vertical Subsurface Flow Constructed Wetland (VSSF-CW) system with natural filtration units. The research employed a quantitative engineering design approach involving field observation, leachate characterization, hydrological analysis, rainfall frequency analysis, and hydraulic design calculations. Laboratory results showed that the average concentrations of Total Suspended Solids (TSS), Biological Oxygen Demand (BOD), and Chemical Oxygen Demand (COD) were 401.8 mg/L, 28.08 mg/L, and 765.6 mg/L, respectively. Hydrological analysis indicated that the maximum leachate discharge corresponding to a 10-year return period rainfall event reached 6,998.4 m³/day, while the average operational discharge was only 27.36 m³/day, highlighting the substantial influence of rainfall on leachate generation. Based on the design calculations, the proposed treatment system consists of an equalization basin with a volume of approximately 7,000 m³, a sedimentation basin of 600 m³, a constructed wetland unit of 260 m³, a filtration basin of 260 m³, and a separator basin of 130 m³. The integration of VSSF-CW and natural filtration is expected to enhance pollutant removal through sedimentation, adsorption, filtration, phytoremediation, and microbial degradation processes. The proposed design provides an environmentally friendly, cost-effective, and sustainable alternative for leachate treatment, particularly for landfills located in developing regions with tropical climatic conditions.
PERFORMANCE ANALYSIS OF A RAILWAY LEVEL CROSSING UNDER MIXED TRAFFIC CONDITIONS IN BEKASI REGENCY, INDONESIA. Alfian Darmawan; Sri Nuryati; Elma Yulius; Ninik Paryati; Eko Darma; Fajar Prihesnanto; Anita Setyowati Srie Gunarti
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4660

Abstract

This study contributes an integrated evaluation approach combining traffic performance analysis and user perception to support evidence-based decision making for the management and upgrading of railway level crossing under mixed traffic conditions
Identifikasi Faktor-Faktor Keterlambatan pada Proyek Konstruksi Repetitif Menggunakan Pendekatan Systematic Literature Review Lando Tambunan; Defri Aryanto; Anita Setyowati Srie Gunarti; Anasya Arsita Laksmi
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 01 (2026): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i01.4670

Abstract

This study identifies and analyzes delay factors specifically in repetitive construction projects, such as roads, high-rise buildings, and housing. Using the Systematic Literature Review (SLR) method via Publish or Perish (Google Scholar, ResearchGate, ScienceDirect), an initial pool of 1,674 studies was filtered down through systematic identification, screening, and eligibility stages to a final sample of 100 accredited articles (2015–2024). Thematic analysis categorized 53 identified delay factors into six main groups , with contractor-related issues emerging as the most dominant contributor (17 factors). The top three individual factors are material and equipment impacts (43%), delayed progress payments by owners (40%), and ineffective planning and scheduling (37%). Managing contractor operations and maintaining stable owner cash flows are critical to mitigating these delays. This study provides a foundational framework for stakeholders to enhance project efficiency in repetitive construction.

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