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All Journal Journal of Advanced Civil and Environmental Engineering Cerdika: Jurnal Ilmiah Indonesia Scripta Technica: Journal of Engineering and Applied Technology Technema: Journal of Intelligent Engineering and Computing
Juny Andry Sulistyo
Universitas Islam Sultan Agung Semarang
Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Mechanical Engineering Public Health Social Sciences

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Performance of Asphalt Wearing Course Against The Immersion Effect Of Tide Water (Rob) With Added Materials Polyethylene And Fine Aggregate Slag Juny Andry Sulistyo; P Pratikso; Rachmat Mudiyono
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 6, No 1 (2023): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.6.1.24-32

Abstract

Rob or tide water is a flood of seawater or rising sea level caused by high tide inundating land. Heavy traffic and tidal immersion on main roads result in permanent deformation require quality asphalt that is resistant to tidal immersion and traffic loads. The use of a combination of LDPE and aggregate slag is an unprecedented update. Polyethylene (PE) plastic waste provides water resistance therefore the combination can be a new Job Mix Formula that is able to withstand tidal immersion (rob) allowing it to be used in the construction of road structures (Flexible Pavement). The duration of immersion is 7 days, 14 days and 21 days and the soaking method consists of immerse with a continuous pattern and soaking with a periodic / cyclic pattern (intermittent). Job Mix Formula that can be used on asphalt concrete wearing course modification is a combination of 50% Slag aggregate and 6% LDPE while asphalt concrete wearing course modification of 0% and 100% Slag Aggregate grades with LDPE 0%, 2%, 4%, 8%, 10% and 18% cannot be used as road pavement because it does not meet the requirements of Bina Marga technical specifications.
Analisis Karakteristik Gradasi dan Kelayakan Material Aluvial Gravel Sand (Kinang Jingkion) Sebagai Agregat Hot Rolled Sheet (HRS Base) di Kabupaten Yalimo, Provinsi Papua Pegunungan Ronal Fernando Lumban Tobing; Rachmat Mudiyono; Juny Andry Sulistyo
Cerdika: Jurnal Ilmiah Indonesia Vol. 6 No. 5 (2026): Cerdika: Jurnal Ilmiah Indonesia
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/cerdika.v6i5.3279

Abstract

Pembangunan infrastruktur jalan di wilayah pegunungan seperti Kabupaten Yalimo menghadapi kendala ketersediaan material agregat yang memenuhi standar teknis sehingga diperlukan penggunaan material lokal sebagai alternatif yang lebih efisien dan berkelanjutan. Penelitian ini bertujuan untuk menganalisis gradasi dan sifat fisik-mekanik material Aluvial Gravel Sand (Kinang Jingkion), menilai kesesuaiannya dengan spesifikasi Hot Rolled Sheet Base (HRS-Base), serta mengidentifikasi potensi dan keterbatasannya sebagai bahan agregat pada perkerasan jalan Penelitian dilakukan melalui serangkaian pengujian laboratorium meliputi analisis saringan, berat jenis dan penyerapan air, Sand Equivalent, keausan Los Angeles, kadar lumpur, kekekalan bentuk terhadap larutan sulfat, uji penyelimutan dan pengelupasan, partikel pipih dan lonjong, serta pengujian Marshall. Hasil pengujian menunjukkan bahwa material Kinang Jingkion memiliki Modulus Kehalusan (FM) 3,40–3,45, berat jenis SSD 2,45–2,55 gr/cm³, penyerapan air < 3%, kadar lolos No.200 sebesar 0,60%, Sand Equivalent 89–93%, dan keausan Los Angeles < 25%. Nilai stabilitas Marshall ±2344 kg, flow 6–9 mm, dan VIM 4,8–5,5%, seluruhnya memenuhi spesifikasi HRS-Base. Secara teknis material ini dinyatakan layak digunakan sebagai agregat kasar dalam campuran beraspal panasKesimpulannya material Aluvial Gravel Sand (Kinang Jingkion) berpotensi menjadi alternatif agregat lokal yang efektif untuk perkerasan jalan lingkungan di Kabupaten Yalimo meskipun beberapa keterbatasan terkait ketahanan terhadap rendaman air dan ketersediaan fasilitas pengolahan perlu diperhatikan dalam penerapannya.
Stabilisasi Tanah Lunak Menggunakan Campuran Ferronickle Slag dan Alkali Soma Shaki Hadi Nugraha; Dzulfikar Sani; Lisa Fitriyana; Juny Andry Sulistyo
Journal of Engineering and Applied Technology Vol 2 No 1 (2026): : June: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/vrm3vy68

Abstract

The Kendal Industrial Park (KIK), Central Java, is characterized by soft clay soil with low bearing capacity, requiring improvement before being used as a construction foundation. This study aims to determine soil classification, analyze the effect of ferronickel slag and alkali (NaOH and KOH) mixtures, and evaluate the potential of these mixtures as soil stabilization materials. The research was conducted experimentally in the laboratory through specific gravity tests, grain size distribution analysis, Atterberg limits, Standard Proctor compaction test, direct shear test, and California Bearing Ratio (CBR) test. The mixture variations used consisted of 10% ferronickel slag combined with alkali solutions of NaOH and KOH at concentrations of 6%, 8%, and 10%. The results showed that the original soil was classified as fine-grained soil with high plasticity and a CBR value of 5.6%, indicating low bearing capacity. The addition of ferronickel slag and alkali reduced soil plasticity and increased soil strength and bearing capacity. Therefore, the mixture of ferronickel slag and alkali has the potential to be used as an environmentally friendly alternative soil stabilization material.  
Analisis Dampak Lalu Lintas Akibat Perbaikan Jalan Majapahit Semarang: Studi kasus Jalan Majapahit, Kota Semarang Tarekh Al Aziz; Zuhair Zuhdi; Rachmat Mudiyono; Juny Andry Sulistyo
Journal of Engineering and Applied Technology Vol 2 No 1 (2026): : June: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/veqrwf61

Abstract

The growth of urban activities in Semarang City has led to an increase in traffic movement, particularly along Jalan Majapahit, which serves as a primary corridor connecting the city center with residential and industrial areas. Road rehabilitation works on this segment caused lane narrowing, resulting in reduced road capacity and affecting overall traffic performance. This study aims to analyze traffic characteristics and road performance on Jalan Majapahit before and during the road rehabilitation period. The evaluated parameters include traffic volume, side friction, road capacity, degree of saturation (DS), and level of service (LOS), based on the Indonesian Road Capacity Guidelines (PKJI 2023). The research method involved field surveys consisting of vehicle volume counts, side friction observations, and geometric road measurements. The collected data were then analyzed to determine road capacity and degree of saturation under both conditions. The results indicate that before rehabilitation, the degree of saturation reached approximately 0.736, representing relatively stable traffic conditions. However, during the rehabilitation period, the DS increased to 1.192, indicating that traffic demand exceeded road capacity, leading to congestion, reduced vehicle speeds, and traffic queues. Consequently, the level of service deteriorated from category C before rehabilitation to category E during rehabilitation
Analisis Sifat Fisik dan Mekanik Paving Block dengan Penambahan Plastik dan Crumb Rubber Benigno Faza Akbari; Muhammad Aufa Ahda Athoillah; Juny Andry Sulistyo
Journal of Engineering and Applied Technology Vol 2 No 1 (2026): : June: Scripta Technica: Journal of Engineering and Applied Technology
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.65310/ykca8k79

Abstract

Paving blocks are construction materials made from a mixture of cement, sand, aggregate, and water. Typically, paving blocks are molded in square or rectangular shapes and are used as surface coverings for roads, sidewalks, parking lots, and other public areas. One of the reasons why paving blocks are popular is because of their load-bearing ability, durability, and aesthetic appearance. This research aims to analyze paving blocks used in construction. Another objective of the research conducted was to analyze the opportunity of using added materials, namely recycled plastic and crumb rubber in making paving blocks, which aims to produce quality and sustainable products. In experimental research, the first step is to determine the variation in the composition of the additives used. Next, paving blocks are made through a dry mixing process until they are homogeneous, then molded using hexagonal molds and compacted manually. After that, the test objects undergo a curing process for 28 days before testing. Testing of paving blocks includes compressive strength and water absorption tests to determine the effect of adding additives on the quality and performance of the modified paving blocks. The results showed that the addition of plastic and crumb rubber can increase the strength of paving blocks and ensure flexibility and the product itself, reduce production costs and effective use of industrial waste.    
Analysis of Road Pavement Conditions Using the Surface Distress Index (SDI) and International Roughness Index (IRI) Methods Based on the RoadLab Application on the Gunungwungkal–Sumberrejo Road Section, Pati, STA 0+000–3+000 Muhammad Mudofar; Nabil Kharisma Aji; Rachmat Mudiyono; Juny Andry Sulistyo
Technema: Journal of Intelligent Engineering and Computing Vol. 1 No. 3 (2026): Technema: Journal of Intelligent Engineering and Computing
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

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Abstract

Good pavement conditions are essential for supporting safe and efficient transportation activities on the road. The Gunungwungkal–Sumberrejo road in Pati Regency has experienced various types of pavement distress that may reduce road serviceability and driving comfort. This study aims to evaluate pavement conditions using the Surface Distress Index (SDI) and International Roughness Index (IRI) methods, assess the relationship between the two indicators, and determine appropriate maintenance treatments. The study was conducted along the Gunungwungkal–Sumberrejo road from STA 0+000 to STA 3+000, divided into 30 segments of 100 m each. SDI data were obtained through visual field observations, while IRI data were measured using the RoadLab application. The results showed an average SDI value of 200.83, classified as heavily damaged, although 67% of segments were categorized as good. The average IRI value was 6.1523 m/km, with 47% of segments classified as fair and no segments classified as heavily damaged. The correlation coefficient between SDI and IRI was 0.355, indicating a weak positive relationship. The integrated assessment resulted in a good pavement condition, with recommended treatments consisting of 20% routine maintenance, 37% periodic maintenance, 20% rehabilitation, and 23% reconstruction. The findings also indicate that pavement deterioration was distributed unevenly along the road section, emphasizing the importance of segment-level evaluation in determining maintenance priorities. Therefore, the combination of SDI and IRI can support more targeted and effective pavement management decisions.
Analysis of Asphalt Concrete Wearing Course (AC-WC) with the Addition of Bodri River Sand and Styrene-Butadiene Rubber (SBR) for Road Pavements Muhammad Erland Farrel; Dimas Syahrul Zuda; Juny Andry Sulistyo; Lisa Fitriyana
Technema: Journal of Intelligent Engineering and Computing Vol. 1 No. 3 (2026): Technema: Journal of Intelligent Engineering and Computing
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

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Abstract

Road pavement in Indonesia commonly uses Asphalt Concrete Wearing Course (AC-WC) as the surface layer, which plays an important role in providing traffic comfort and pavement performance. This study aims to evaluate the characteristics of AC-WC mixtures modified with Styrene-Butadiene Rubber (SBR) and Bodri River sand and to determine the optimum mixture based on Marshall parameters. The use of these locally available materials is expected to contribute to the development of alternative asphalt mixture compositions while supporting the utilization of local resources. An experimental method was employed through laboratory specimen preparation and Marshall testing. The specimens were prepared using variations of SBR content of 0%, 2%, 4%, and 6% and Bodri River sand content of 0%, 1%, 3%, and 5%. Marshall testing was conducted to determine VMA, VIM, VFB, stability, flow, and Marshall Quotient values. Based on the test results, the best Job Mix Design was obtained from the mixture containing 3% Bodri River sand and 4% SBR (P3S4). This mixture produced VMA of 19.33%, VIM of 3.53%, VFB of 81.73%, stability of 1,119.14 kg, flow of 3.00 mm, and Marshall Quotient of 364.32 kg/mm. The results indicate that the P3S4 mixture satisfied the specified Marshall requirements and provided favorable volumetric and mechanical characteristics. Therefore, the combination of 3% Bodri River sand and 4% SBR can be considered a suitable mixture variation for AC-WC pavement applications based on the results of this study.
An Experimental Study on the Use of Teak Wood Ash and Bengawan Solo Sand as Filler Additives in Asphalt Concrete – Wearing Course (AC-WC) Muhammad Farid Muchyyidin; Naufal Rifqi Hanan; Juny Andry Sulistyo; Lisa Fitriyana
Technema: Journal of Intelligent Engineering and Computing Vol. 1 No. 3 (2026): Technema: Journal of Intelligent Engineering and Computing
Publisher : CV SCRIPTA INTELEKTUAL MANDIRI

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Abstract

Asphalt Concrete–Wearing Course (AC-WC) is the surface layer of flexible pavement that directly receives traffic loads and is exposed to environmental conditions. This study investigated Bengawan Solo sand as a partial aggregate substitution and teak wood sawdust ash as a filler in AC-WC mixtures. The study aimed to evaluate their effects on Marshall characteristics and determine the optimum combination based on the 2025 Bina Marga General Specifications. An experimental laboratory method was employed using 60/70 penetration grade asphalt, aggregates conforming to the specifications, Bengawan Solo sand substitution levels of 0%, 1%, 2%, and 3%, and teak wood sawdust ash contents of 0%, 0.4%, 0.8%, and 1.2%. Marshall testing was conducted to determine stability, flow, Marshall Quotient (MQ), Void in the Mix (VIM), Void in Mineral Aggregate (VMA), and Void Filled with Asphalt (VFA). The results showed that the 2% Bengawan Solo sand substitution group consistently satisfied the specified Marshall requirements. The optimum mixture was P2A0.4, consisting of 2% Bengawan Solo sand substitution and 0.4% teak wood sawdust ash, with VIM of 4.42%, VMA of 22.26%, VFA of 80.14%, stability of 850.80 kg, flow of 2.62 mm, and MQ of 323.50 kg/mm. The highest stability value of 965.34 kg was obtained from P2A1.2, while the lowest value of 818.08 kg occurred at P3A0.4, with both values remaining above the minimum stability requirement of 800 kg. These results indicate that Bengawan Solo sand substitution and teak wood sawdust ash addition can provide favorable Marshall characteristics when their proportions are appropriately controlled, with P2A0.4 demonstrating the most balanced overall performance among the investigated mixtures.
Co-Authors Benigno Faza Akbari Dimas Syahrul Zuda Dzulfikar Sani Lisa Fitriyana Muhammad Aufa Ahda Athoillah Muhammad Erland Farrel Muhammad Farid Muchyyidin Muhammad Mudofar Nabil Kharisma Aji Naufal Rifqi Hanan P Pratikso Rachmat Mudiyono Ronal Fernando Lumban Tobing Soma Shaki Hadi Nugraha Tarekh Al Aziz Zuhair Zuhdi