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All Journal Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Rekayasa Teknik dan Teknologi Journal Serambi Engineering (JSE)
Idayani
Universitas Almuslim
Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Transportation

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 1 
Effect of Nano Zeolite Filler Substitution on Marshall and Volumetric Characteristics of AC-WC Mixtures Romaynoor Ismy; Ammar Fadhil; Idayani; Hanyta Khairunnisa
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 11 No 1 (2026): MARET
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v11i1.1610

Abstract

The performance of Asphalt Concrete–Wearing Course (AC-WC) mixtures is strongly influenced by filler characteristics that control mechanical resistance and volumetric stability. Although nano zeolite has demonstrated potential for improving asphalt mixture performance, previous studies mainly focus on binder modification or advanced performance-based tests, limiting their applicability in routine mix design practice. Consequently, the role of nano zeolite as a filler substitute in conventional hot mix AC-WC mixtures evaluated using fundamental Marshall parameters remains insufficiently explored, and the optimum substitution level for practical pavement applications has not been clearly established. This study aims to evaluate the effect of nano zeolite filler substitution on the Marshall and volumetric characteristics of AC-WC mixtures and to determine the optimum substitution level based on standard mix design criteria. The Optimum Asphalt Content (OAC) was determined at 6.04% and applied as a constant asphalt content. Nano zeolite was used as a partial replacement of cement filler at substitution levels of 0%, 25%, 50%, 75%, and 100%. Evaluated parameters included Marshall stability, flow, Marshall Quotient (MQ), density, VIM, VMA, and VFA. The results indicate that a 50% nano zeolite substitution yields the optimum performance, producing the highest Marshall stability and MQ while satisfying specification limits. These findings provide practical guidance for applying nano zeolite as an alternative filler in AC-WC mixtures using conventional Marshall based mix design.
KAJIAN PARAMETER MARSHALL DENGAN SUBSTITUSI BAN DALAM BEKAS KENDARAAN SEBAGAI ASPAL PANAS PADA CAMPURAN ASPAL BETON (AC-BC) Adry Kal Muna; Romaynoor Ismi; Idayani
Jurnal Rekayasa Teknik dan Teknologi Vol 9 No 2: Jurnal Rekayasa Teknik dan Teknologi, Juli, 2025
Publisher : Fakultas Teknik - Universitas Al Muslim - Bireuen Aceh- Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51179/yvbe0g10

Abstract

Roads are transportation infrastructures constructed to meet human mobility needs. Initially, roads developed from compacted soil formed by human footprints and evolved along with the advancement of civilization. In modern practice, asphalt concrete pavements, particularly Asphalt Concrete Binder Course (AC-BC), are widely used. Meanwhile, the increasing production of waste tires, which is not balanced by proper management, poses a significant environmental threat. One potential solution is the utilization of motorcycle inner tube waste as a substitute material in hot asphalt mixtures. In addition, roads play a crucial role in supporting economic activities. However, pavement layers, especially AC-BC, frequently experience damage such as cracking and potholes due to the continuously increasing traffic loads. To address this issue, motorcycle inner tube waste can be incorporated into asphalt concrete mixtures to enhance pavement performance. This study aims to evaluate the effect of substituting motorcycle inner tube waste as part of the hot asphalt binder in AC-BC mixtures. The substitution percentages used were 0%, 1%, 2%, 3%, and 4% by weight of asphalt, with an additional parameter of water immersion for 30 minutes at a temperature of 60°C. The research methodology began with evaluating the aggregate gradation, followed by the design and preparation of test specimens with varying asphalt contents to determine the Optimum Asphalt Content (OAC). Subsequently, specimens incorporating inner tube waste were prepared and tested using the Marshall method. The results indicate that the characteristics of the 60/70 penetration asphalt mixture, in terms of both physical properties of asphalt and aggregates, meet the required specifications. This suggests that the use of waste inner tubes in asphalt mixtures improves load-bearing capacity with relatively low deformation. The optimum substitution level was found at 2%, yielding a stability value of 1603 kg.
Effect of Nano Zeolite Filler Substitution on Marshall and Volumetric Characteristics of AC-WC Mixtures Romaynoor Ismy; Ammar Fadhil; Idayani; Hanyta Khairunnisa
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 11 No 1 (2026): MARET
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v11i1.1610

Abstract

The performance of Asphalt Concrete–Wearing Course (AC-WC) mixtures is strongly influenced by filler characteristics that control mechanical resistance and volumetric stability. Although nano zeolite has demonstrated potential for improving asphalt mixture performance, previous studies mainly focus on binder modification or advanced performance-based tests, limiting their applicability in routine mix design practice. Consequently, the role of nano zeolite as a filler substitute in conventional hot mix AC-WC mixtures evaluated using fundamental Marshall parameters remains insufficiently explored, and the optimum substitution level for practical pavement applications has not been clearly established. This study aims to evaluate the effect of nano zeolite filler substitution on the Marshall and volumetric characteristics of AC-WC mixtures and to determine the optimum substitution level based on standard mix design criteria. The Optimum Asphalt Content (OAC) was determined at 6.04% and applied as a constant asphalt content. Nano zeolite was used as a partial replacement of cement filler at substitution levels of 0%, 25%, 50%, 75%, and 100%. Evaluated parameters included Marshall stability, flow, Marshall Quotient (MQ), density, VIM, VMA, and VFA. The results indicate that a 50% nano zeolite substitution yields the optimum performance, producing the highest Marshall stability and MQ while satisfying specification limits. These findings provide practical guidance for applying nano zeolite as an alternative filler in AC-WC mixtures using conventional Marshall based mix design.
Analisis Kebutuhan Zona Selamat Sekolah (ZoSS) MIN 1 Kecamatan Peusangan Kabupaten BireuenAnalysis of Safe School Zone (ZoSS) Needs: A Study of MIN 1 Peusangan Subdistrict, Bireuen Regency Idayani; Zuraihan; Royanna Sakura
Jurnal Rekayasa Teknik dan Teknologi Vol 9 No 1: Jurnal Rekayasa Teknik dan Teknologi, Januari, 2025
Publisher : Fakultas Teknik - Universitas Al Muslim - Bireuen Aceh- Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51179/rkt.v9i1.3189

Abstract

As the number of vehicles traveling back and forth on the road increases, the feeling of safety among road users decreases. Vehicles sometimes ignore the traffic signs that have been provided. These traffic signs are used as guides for road use so that comfort can be created for road users. In order to solve the above problems, it is necessary to implement the ZoSS (School Safe Zone) program. The aim of this research is to determine the condition of traffic signs, road markings and School Safe Zone (ZoSS) facilities compared to existing standards and the level of performance of ZoSS use on the MIN 1 road section, Peusangan District, Bireuen Regency. The method used in this research is the Department of Transportation Regulations (2009). The results of the research show that the level of comfort on Jalan Almuslim-Geulanggang Labu, Peusangan District, Bireuen Regency in the ZoSS area is not yet optimal, because there are still many traffic signs that are not complete and adequate, the average speed is 24.42 km/hour, the maximum speed has been set by the Directorate General of Land Transportation, namely 25 km/hour, this shows that the ZoSS area is safe from passenger cars, the highest vehicle traffic volume was on Monday 10 July 2023, namely 2200 pcu/hour and the road service level is B to A.
STUDI KARAKTERISTIK MARSHALL PADA CAMPURAN ASPAL PANAS (AC-WC) DENGAN VARIASI RENDAMAN OLI BARU KENDARAAN TRUCK TRAILER Zia Ulfata; Idayani; Kumita
Jurnal Rekayasa Teknik dan Teknologi Vol 9 No 2: Jurnal Rekayasa Teknik dan Teknologi, Juli, 2025
Publisher : Fakultas Teknik - Universitas Al Muslim - Bireuen Aceh- Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51179/pfp3aw06

Abstract

Road pavement plays a crucial role in ensuring the smooth flow of transportation and supporting regional economic development, particularly in response to the increasing volume and axle loads of heavy vehicles. Therefore, improving the quality and durability of pavement structures is essential to ensure their long-term performance under heavy traffic conditions. One potential approach is the development of innovative asphalt mixture materials to enhance pavement performance. This study aims to evaluate the effect of incorporating fresh heavy-duty engine oil (Meditran SC 15W-40) on the Marshall characteristics of Asphalt Concrete-Wearing Course (AC-WC) hot mix. The research was conducted experimentally at the Asphalt Pavement Laboratory, Faculty of Engineering, Universitas Almuslim. The optimum asphalt content was determined to be 5.74%, while the aggregate specimens were immersed in fresh engine oil for varying durations of 0, 10, 20, 30, and 40 minutes. The evaluated Marshall parameters included stability, flow, Marshall Quotient (MQ), bulk density, Void in the Mix (VIM), Void in Mineral Aggregate (VMA), and Void Filled with Asphalt (VFA). The experimental results demonstrated that the Marshall stability increased with longer immersion durations, reaching the highest value of 1,300 kg after 40 minutes of immersion. Furthermore, all Marshall parameters satisfied the technical specifications established by the Indonesian Ministry of Public Works (2014). These findings indicate that the application of fresh heavy-duty engine oil as an aggregate immersion medium has the potential to serve as an innovative approach for enhancing the mechanical performance of AC-WC mixtures, resulting in greater strength, improved stability, and enhanced resistance to heavy traffic loading
Evaluasi Efisiensi Biaya Berdasarkan Perbandingan RAB dan RAP pada Proyek Pengaspalan Jalan di Aceh Timur Richard Mareno; Kumita; Idayani; Royanna Sakura
Jurnal Serambi Engineering Vol. 11 No. 3 (2026): Juli 2026
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Perencanaan dan pengendalian biaya merupakan aspek penting pada proyek konstruksi jalan karena menentukan kemampuan kontraktor menyelesaikan pekerjaan secara efisien tanpa mengurangi mutu dan spesifikasi teknis. Penelitian ini mengevaluasi efisiensi biaya pelaksanaan melalui perbandingan Rencana Anggaran Biaya (RAB) dan Rencana Anggaran Pelaksanaan (RAP) pada Proyek Pengaspalan Jalan Pelita Sagop Jaya - Indra Makmur Kabupaten Aceh Timur. Penelitian menggunakan pendekatan studi kasus kuantitatif dengan sumber data berupa dokumen kontrak, RAB, gambar rencana, spesifikasi teknis, observasi lapangan, dan data biaya pelaksanaan. Analisis dilakukan melalui identifikasi item dan volume pekerjaan, rekalkulasi RAP berdasarkan kebutuhan sumber daya aktual dan harga satuan lokal, serta perbandingan nilai agregat RAB dan RAP. Hasil penelitian menunjukkan nilai RAB/nilai kontrak sebesar Rp1.374.308.273,92, sedangkan nilai RAP hasil rekalkulasi sebesar Rp1.264.363.612,01. Selisih keduanya sebesar Rp109.944.661,91 atau 8,0% dari nilai kontrak. Setelah dialokasikan 10% dari selisih untuk overhead dan risiko, potensi margin pelaksanaan diperoleh sebesar Rp98.950.195,72 atau 7,20%. Hasil ini menunjukkan bahwa perbandingan RAB-RAP dapat digunakan sebagai indikator efektivitas pengendalian biaya pada proyek jalan skala kecil hingga menengah.
Pengaruh Kendaraan Parkir Sebagai Hambatan Samping Terhadap Kinerja Jalan (Studi Kasus Jalan Laksamana Malahayati Kecamatan Kota Juang Kabupaten Bireuen) Ali Mughayatsyah; Kumita; Romaynoor Ismy; Idayani; Ammar Fadhil; Fitri Muliani
Jurnal Rekayasa Teknik dan Teknologi Vol 10 No 1: Jurnal Rekayasa Teknik dan Teknologi, Januari, 2026
Publisher : Fakultas Teknik - Universitas Al Muslim - Bireuen Aceh- Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51179/n0bvcc09

Abstract

Jalan Laksamana Malahayati merupakan salah satu jalan menuju akses kota Bireuen, yang mana di jalan tersebut terdapat sekolah, dan kantor pemerintahan, masalah yang terdepat pada jalan terebut yaitu terjadi kemacetan pada jam-jam sibuk akibat kendaraan yang parkir pada badan jalan (on street parking). Parkir pada badan jalan (on street parking) itu sangat berpengaruh terhadap kinerja ruas jalan. Data yang diambil pada penelitian yang dilakukan pada jalan ini  antara lain adalah Geometrik jalan yaitu lebar badan jalan, lebar bahu jalan, lebar trotoar, survei  karakteristik lalu lintas, survei geometrik jalan, survei kapasitas jalan, survei karakteristik parkir, serta survei hambatan samping. Arus lalu lintas yang diamati dalam penelitian ini adalah lalu lintas kendaraan dengan klasifikasi kendaraan antara lain gerobak, sepeda motor, mobil penumpang, mobil, pick up, bus, truk Penelitian ini mengambil studi kasus kegiatan on street parking di ruas Jalan Laksamana Malahayati dengan panjang segmen penelitian yaitu 200 meter.   Metode yang digunakan dalam penelitian ini adalah Manual Kapasitas Jalan Indonesia (MKJI) 1997. Survei dilakukan pada hari Senin (24 Januari 2022), Selasa (25 Januari 2022) dan Rabu (26 januari 2022) selama 12 jam. Hasil yang didapat dari penelitian tersebut adalah  hari Rabu merupakan hari tersibuk dan jam pucaknya pada pukul 13.00-14.00, nilai derajat kejenuhan dengan parkir pada badan jalan (on Street Parking) adalah 0.81 dengan kategori tingkat pelayanan jalan D, sedangkan nilai derajat kejenuhan tanpa parkir pada badan jalan adalah 0.63 dengan kategori tingkat pelayanan C.  
Co-Authors Adry Kal Muna Ali Mughayatsyah Ammar Fadhil Fitri Muliani Hanyta Khairunnisa Kumita Richard Mareno Romaynoor Ismi Romaynoor Ismy Royanna Sakura Zia Ulfata Zuraihan