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All Journal Jurnal Teknik ITS Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil JURNAL SIPIL SAINS AGREGAT Jurnal Sains Teknologi dan Lingkungan (JSTL) Syntax Literate: Jurnal Ilmiah Indonesia JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Jurnal Aplikasi Teknik Sipil Media Ilmiah Teknik Sipil axial : jurnal rekayasa dan manajemen konstruksi G-Tech : Jurnal Teknologi Terapan Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Spektrum Sipil Interdisciplinary Social Studies Rengganis Jurnal Pengabdian Masyarakat Jurnal Talenta Sipil Jurnal Konstruksi Prosiding Seminar Nasional Teknik Sipil UMS International Journal of Science and Environment Innovative: Journal Of Social Science Research Jurnal Rekayasa Infrastruktur Hexagon
Anwar Efendy
Universitas Muhammadiyah Mataram
Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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Analisis Kondisi Kerusakan dan Prioritas Penanganan Jalan Menggunakan PKRMS dengan Pendekatan Surface Distress Index dan Road Condition Index (Studi Kasus: Ruas Jalan Malimbu-Pengempus Sari, Kabupaten Lombok Utara) Rio Handika; Anwar Efendy; Muhammad Khalis Ilmi
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1515

Abstract

Roads are a vital land transportation infrastructure that supports community mobility and regional economic development. However, as the service life of a pavement increases, its condition gradually deteriorates due to repeated traffic loading and environmental factors. If not properly managed, pavement deterioration may reduce the level of road service, increase the risk of traffic accidents, and raise vehicle operating costs. Therefore, periodic pavement condition evaluation is essential to identify the extent of deterioration and to determine appropriate maintenance priorities. This study aims to assess pavement conditions using the Provincial/Kabupaten Road Management System (PKRMS) through the Surface Distress Index (SDI) method, evaluate the functional condition of the road using the Road Condition Index (RCI) method, and determine maintenance priorities for the Malimbu–Pengempus Sari Road in North Lombok Regency. A visual pavement survey was conducted on 51 road segments, and the collected data were processed using the PKRMS application to obtain SDI and RCI values as well as maintenance recommendations. The SDI analysis indicated that 17 segments (33.33%) required routine maintenance, 21 segments (41.18%) required periodic maintenance, and 13 segments (25.49%) required reconstruction. The highest SDI value of 265 was identified at STA 1+600–1+700, STA 2+300–2+400, STA 2+500–3+400, STA 4+000–4+200, and STA 4+400–4+600, where the predominant pavement distresses consisted of potholes and surface deformation. Meanwhile, the RCI values ranged from 4.00 to 6.00, indicating that the functional condition of the road varied from fair to good. The integration of SDI and RCI through the PKRMS application produced maintenance priorities dominated by periodic maintenance, followed by routine maintenance and reconstruction, according to the condition of each road segment. The findings demonstrate that integrating SDI and RCI within the PKRMS framework provides a more objective and comprehensive basis for determining road maintenance priorities by considering both the structural and functional conditions of the pavement.
Effect of UPVC Waste Additive on Water-Immersion Durability of AC-WC Asphalt Mixtures Ifan Adi Saputra; Anwar Efendy; Adryan Fitrayudha; Nurul Hidayati
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 2 (2026): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i2.17856

Abstract

Water-induced deterioration remains one of the major causes of premature failure in Asphalt Concrete–Wearing Course (AC-WC) pavements, reducing pavement service life and increasing maintenance costs. This study investigates the effect of incorporating Unplasticized Polyvinyl Chloride (UPVC) waste as an additive on the durability of AC-WC mixtures subjected to different water immersion durations. Marshall testing was conducted following the 2018 Bina Marga General Specifications (Revision 2) using specimens immersed for 0.5, 1, 2, 4, 24, and 48 hours. The evaluated parameters included Marshall stability, flow, Marshall Quotient (MQ), Void in Mix (VIM), Void in Mineral Aggregate (VMA), Void Filled with Bitumen (VFB), and retained durability. The results indicate that the mixture containing 6% UPVC maintained satisfactory performance after prolonged immersion. Marshall stability remained above the minimum specification, decreasing from its optimum value to 1249 kg after 48 hours, while durability remained at 114.9%, exceeding the required 90%. However, the flow value gradually increased to 4.67 mm, indicating reduced resistance to permanent deformation under extended immersion. These findings demonstrate that incorporating 6% UPVC enhances the moisture resistance of AC-WC mixtures while supporting the sustainable utilization of plastic waste in pavement engineering.
Evaluation of Clayey Sand Subgrade Bearing Capacity Using Soaked and Unsoaked CBR Tests Fina Afrilia Cahyaning; Heni Pujiastuti; Anwar Efendy; Ahmad Zarkasi
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 10 No. 2 (2026): JCEBT SEPTEMBER
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v10i2.17859

Abstract

This study evaluates the bearing capacity of highway subgrade through laboratory California Bearing Ratio (CBR) testing under soaked and unsoaked conditions. The research aims to determine the physical characteristics, compaction properties, and bearing capacity of clayey sand subgrade collected from Sepi Highway, West Lombok, Indonesia. Laboratory tests were conducted in accordance with the relevant Indonesian National Standards (SNI), including soil classification, Standard Proctor compaction, and CBR testing. The soil was classified as clayey sand (SC) based on the Unified Soil Classification System (USCS) and as A-2-7 according to the AASHTO classification system. The maximum dry density and optimum moisture content were 1.390 g/cm³ and 27.782%, respectively. The unsoaked CBR value reached 6.674%, whereas the soaked CBR value decreased significantly to 3.115%, indicating a substantial reduction in bearing capacity under saturated conditions. These findings demonstrate that water saturation is the primary factor reducing subgrade performance. Therefore, chemical stabilization, soil replacement, geotextile reinforcement, and improved drainage are recommended to enhance pavement stability and prolong highway service life.
Analisis Kadar Efektif Limbah Serbuk UPVC terhadap Sifat Mekanis Paving Block Lalu Lunk Ryanata; Nurul Hidayati; Aulia Muttaqin; Anwar Efendy
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1457

Abstract

The increasing amount of Unplasticized Polyvinyl Chloride (UPVC) waste generated from the construction sector has become an environmental concern, highlighting the need for its reutilization as a value-added construction material. This study aimed to analyze the effect of UPVC powder waste content on the mechanical properties of paving blocks and to determine the effective dosage that provides optimum performance. The research was conducted experimentally at the Civil Engineering Laboratory of Universitas Muhammadiyah Mataram using UPVC powder waste as a partial replacement for fine aggregate at proportions of 0%, 0.25%, 0.50%, 0.75%, and 1.00%, both without and with the addition of 2% accelerator. The specimens consisted of paving blocks measuring 20 cm × 10 cm × 8 cm and were tested at the age of 14 days to evaluate compressive strength and water absorption. The results indicated that increasing the UPVC content tended to reduce compressive strength and increase water absorption. In mixtures without accelerator, the average compressive strength decreased from 19.58 MPa to 14.85 MPa, while water absorption increased from 3.13% to 3.34%. The addition of 2% accelerator improved the performance of the paving blocks, as indicated by a compressive strength of 24.53 MPa and water absorption of 2.18% at the 0.25% UPVC variation. Based on the evaluation of the requirements specified in SNI 03-0691-1996, the recommended effective content of UPVC powder waste was 0.25% of the fine aggregate weight with the addition of 2% accelerator, as it provided the best balance between waste utilization and the mechanical performance of paving blocks. The findings demonstrate that UPVC waste has the potential to be utilized as an alternative material that supports sustainable construction and the circular economy.
Evaluation of Road Pavement Conditions Using The Surface Distress Index (SDI) as A Basis for Determining Maintenance Priorities (Case Study: Guru Bangkol Road, Mataram City) Abdi Nugroho; Adryan Fitrayudha; Anwar Efendy
Interdisciplinary Social Studies Vol. 5 No. 4 (2026): Interdisciplinary Social Studies
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/iss.v5i4.1172

Abstract

The condition of road pavement that continues to experience degradation due to traffic loads and environmental factors requires regular evaluation to determine appropriate maintenance priorities. This study aims to evaluate the pavement condition of Jalan Guru Bangkol, Mataram City, using the Surface Distress Index (SDI) method as a basis for determining road maintenance priorities. The study used a descriptive quantitative approach through a visual survey of the road surface condition. The 1.25 km road section was divided into 13 observation segments with 100-meter intervals. Primary data were obtained through direct observation of the parameters of crack area, crack width, number of potholes, and wheel groove depth (rutting), then analyzed based on the SDI guidelines of the Directorate General of Highways. The results showed that of the 13 observed segments, 10 segments (76.92%) were in good condition, 1 segment (7.69%) was in moderate condition, and 2 segments (15.39%) were in a condition of slight damage, while no segments were found with severe damage. Based on the SDI value classification, most road sections are recommended for routine maintenance, while one segment requires periodic maintenance and two segments require road rehabilitation. The research results show that the SDI method is able to provide a systematic evaluation of pavement conditions and supports the determination of more objective and effective maintenance priorities as a basis for decision making in urban road infrastructure management.
Co-Authors -, Ibrahim - -, Mintasrihardi - Abda Abda Abdi Nugroho Addinuri Addinuri Adiman Fariyadin Adiman Fariyadin Adiman Fariyadin Adryan Fitrayudha Agus Herianto Agustini Ernawati Ahmad Zarkasi Ahmad Zarkasi Ahmad Zarkasi Ahmad Zarkasi Ahnaf Saputra Ahyudanari, Ervina Akhmad Syafruddin Alpiana Alpiana Alpiana, Alpiana Amaelisa, Viara Amandari, Ringka Ninis Amelia, Dinda Risky Apriansyah, Safari Ari R Hidayat Ari R. Hidayat Ari Ramadhan Hidayat Ari Ramadhan Hidayat Arif Wijaya Arif Wijaya Ariyanto Ariyanto Assuhaeli, L.M. Dian Aulia Muttaqin Aulia Muttaqin Aulia Muttaqin Aulia Muttaqin Azhari, M. Ari Azizah, Asma Burhanuddin Burhanuddin Chairil Anhar Cholid Zulfikan, Aan Dea Ananda Putri Dimas Adin Fajar Nugroho Elsa Juniastasya Erni Yustissiani Erwin Rangga Fitriawa Fariyadin, M. Ruslin Anwar, Indradi Wijatmiko, Adiman Feri Irawan Fikri, M. Ali Fina Afrilia Cahyaning Fitrayuda, Adryan Fitriawa, Erwin Rangga Fitriawan, Erwin Rangga Gita Mandalaksana Hady Rasikhun Haerul Bahri Hafiz Hamdani Hafiz Hamdani Hairul Izwan Hamdani, Hafiz Haryadi, Febrian Ekasapta Heni Pujiastuti Hidayat, Ari Ramadhan Idham Ifan Adi Saputra Intan Novianti Irma Setiawan, Irma Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Isfanari Joni Safaat Adiansyah Junaidi A.M Kamaluddin Kamaluddin Karnovati, Imam Khaerun Nizam Khendy Marsa Duta Pratama Lalu Lunk Ryanata M Fathin Firaz M Khalis Ilmi M. Khalis Ilmi M. Saleh M. Sidik M. Sobry Mahsup Mahsup Maolida Uci Handayani Mas,ad, Mas,ad Matrani, Bedy Fara Aga Maya S. Pascanawati Muhammad Ali Muhammad Deni Kurniawan Muhammad Islamy Rusyda Muhammad Khalis Ilmi Muhammad Khalis Ilmi Muhammad Khalis Ilmi Muhammad Salahuddin Muhammad Saleh Murtadinata, Agista Novianti, Intan Nura Safitri Nurul Hidayati Nurul Hidayati Nurul Hidayati Nurul Hidayati Oktaviana, Putri Amalia Partono, Agus Pascanawati, Maya Saridewi Pratama, Dika Pratama, Khendy Marsa Duta Rahatabuana, Lalu Wikhu Rajabi Mubarak Ringgi P. Samengasbumi Ringgi Puteri Samengasbumi Rio Handika Ritiya Ariyani Rizki Ridho Sanggara Rugaya Rugaya Rukandani, Baiq Aisya Astika Rukayah Rukayah Salwa Silviana Santika, Yuliana Saputri, Lulu Kartika Sasmito Sasmito Sasmito, Sasmito Savana P. Balqis Semengasbumi, Ringgi Puteri Silmi, Hayatus Sintayana Muhardini Siswahyudianto Siti Hasanah Siti Nilza Humaerok Sofyan Dayudinata Sri Rejeki Suryawan, Aldi Suwahip Suwahip Swahip Swahip Swahip Syaiful Alam Syarif Hidayatulloh Titik Wahyungingsih Titik Wahyuningsih Toyyib, Mukhtar Ubaidillah, Aji Syailendra Wahyudi, Mudji winarti, dwi Yudiarta, Eka