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1

Liu, Peilin, Bo Li, Fucheng Guo, Xu Wu, and Tengfei Yao. "Study on Refined Crushing Technology of RAP and Mechanical Properties of RAP-Doped Cement-Stabilised Macadam Base." Materials 18, no. 1 (2025): 147. https://doi.org/10.3390/ma18010147.

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In order to study the effect of the crushing process on the fine separation of reclaimed asphalt pavement (RAP) and the mechanical properties of cement-stabilised aggregate mixed with RAP, four crushing processes, namely small mesh hammer crushing, hammer crushing, jaw crushing, and double roller crushing, were used to separate the aggregate from asphalt in RAP materials. The effect of crushing on the grading characteristics and agglomeration condition of RAP material was investigated. RAP cement-stabilised aggregates were prepared and analysed for their mechanical properties and micro-morphol
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Andhika Putra, Thopan, Bambang Sugeng Subagio, and Eri Susanto Hariyadi. "Performance Analysis of Resilient Modulus and Fatigue Resistance of AC-BC Mixture with Full Extracted Asbuton and Reclaimed Asphalt Pavement (RAP)." Jurnal Teknik Sipil 28, no. 3 (2021): 349–58. http://dx.doi.org/10.5614/jts.2021.28.3.12.

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Abstract One way to be developed to overcome challenges in providing flexible pavement materials is to apply the green roads principle by reusing some or all of the old road pavement material or Reclaimed Asphalt Pavement (RAP) as a material for new road pavement, which if reused will affect the performance of the mixture, such as decreasing the level of durability and premature pavement damage, so an effort must be made to improve the performance of the recycled material, namely by adding full extracted Asbuton and rejuvenating materials. The RAP material was obtained from scratching the asph
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Jaczewski, Mariusz, Bohdan Dołżycki, Jacek Alenowicz, and Piotr Jaskuła. "Impact of reclaimed asphalt pavement (RAP) on low-temperature properties of asphalt concrete." Roads and Bridges - Drogi i Mosty 18, no. 4 (2019): 303–15. http://dx.doi.org/10.7409/rabdim.019.020.

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Hot mix recycling is a practice which enables reusing materials from old asphalt pavements. Current Polish regulations allow usage of RAP only for binder and base courses, and its amount is limited. Asphalt mixtures with RAP material have to fulfil requirements stated for typical asphalt mixtures. The research presents low-temperature properties of twelve different asphalt concretes with RAP material, determined using three-point bending test. Mixtures differed in: type (for wearing, binder or base courses), content of RAP (from 0% up to 60%), quality of RAP material and application of rejuven
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Yin, Peng, Yuanguang Xie, and Huixi Lang. "Research on the Impact of Recycled Asphalt Mixture on Road Performance Based on New Thermal Recycling." Journal of Physics: Conference Series 2152, no. 1 (2022): 012005. http://dx.doi.org/10.1088/1742-6596/2152/1/012005.

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Abstract Different binder content to RAP Regeneration SBS modified asphalt mixture for road performance to SBS modified asphalt (I-D type) as an index, determine the optimum dose of new heat regenerating agent and different RAP regeneration, and prepared different recycled asphalt, which have differences in RAP content. The performance of recycled asphalt mixture with different RAP content was evaluated by freeze-thaw splitting test. Rut test and Low temperature trabecular bending test. The correlation between RAP content and pavement performance was analyzed by grey system correlation analysi
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Sejvani, Ajaykumar, A. A. Amin, and L. B. Zala. "Utilization of Reclaimed Asphalt Pavement Material in Wet Mix Macadam (W.M.M)." Journal of Physics: Conference Series 2089, no. 1 (2021): 012060. http://dx.doi.org/10.1088/1742-6596/2089/1/012060.

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Abstract Reclaimed asphalt pavement (RAP) is one of the innovative and effective technologies in many places in the world. The utilization of RAP is rapidly increasing popularity and becoming an emerging technique in India. As per IRC-120:2015, removing or reprocessing pavement materials containing aggregates that are bitumen coated is termed as RAP. These materials are gained through a process in which the existing surface pavement is reclaimed and reused after processing for reconstruction, resurfacing, or repaving. Well graded and high-quality aggregate are achieved from this process. Prope
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Garg, Navneet, and Marshall R. Thompson. "Lincoln Avenue Reclaimed Asphalt Pavement Base Project." Transportation Research Record: Journal of the Transportation Research Board 1547, no. 1 (1996): 89–95. http://dx.doi.org/10.1177/0361198196154700113.

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Pavement rehabilitation and reconstruction operations have generated large supplies of reclaimed asphalt concrete (RAC). In Illinois crushed RAC generally called recycled asphalt pavement (RAP) supplies are not 100 percent recycled into hot-mix asphalt concrete production. RAP acceptance as a pavement base material has been limited because of the lack of laboratory testing information, information on structural behavior, and field performance data. Limited preliminary laboratory testing and isolated commercial and local road agency paving experience in Illinois indicate that RAP has significan
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Rahim, Irwan Ridwan, Novita Pradani, Rita Irmawaty, and Muhammad Wihardi Tjaronge. "Pengaruh Material Daur Ulang Pasca Bencana dan Asbuton Butir Terhadap Sifat Volumetrik Campuran Beton Aspal Lapis Aus." Jurnal Rekayasa Sipil dan Lingkungan 7, no. 1 (2023): 35. http://dx.doi.org/10.19184/jrsl.v7i1.36609.

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Pemanfaatan material perkerasan jalan pasca bencana di Kota Palu dan penggunaan material lokal yaitu Asbuton Butir Lawele diharapkan dapat bersinergi dengan baik pada campuran Beton Aspal Lapis Aus (AC-WC). Tujuan dari penelitian ini adalah untuk menguji pengaruh penggunaan material daur ulang (RAP) dan asbuton butir terhadap sifat volumetrik campuran AC-WC. Bahan RAP yang digunakan dalam campuran adalah 20% dari berat campuran dan variasi asbuton yang digunakan adalah 0%, 3%, 6% dan 9% dari berat campuran. Berdasarkan hasil pengujian diketahui bahwa penambahan material RAP dan asbuton butir p
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Plati, Christina, and Brad Cliatt. "A Sustainability Perspective for Unbound Reclaimed Asphalt Pavement (RAP) as a Pavement Base Material." Sustainability 11, no. 1 (2018): 78. http://dx.doi.org/10.3390/su11010078.

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The present study aims to investigate reclaimed asphalt pavement (RAP) materials for utilization for a pavement base layer material with the goal towards increasing the reutilization of materials and the movement towards increased pavement sustainability. Reduced cost for materials and transportation of materials, overall environmental benefits and many other advantages have led to increased interests in utilizing RAP in pavements including as base materials for highway/roadway construction projects. The potential advantages of utilizing RAP as an unbound base material are known; however, its
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Sihite, Okta Enjelin, Eka Mutia, and Firdasari Firdasari. "Perbandingan antara RAB dengan RAP pada Proyek Pembangunan Aula Serbaguna SMP Negeri 11 Langsa." Jurnal Komposit 8, no. 2 (2024): 289–96. https://doi.org/10.32832/komposit.v8i2.15534.

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Proyek merupakan suatu rangkaian aktivitas terencana yang didalamnya menggunakan uang dan tenaga kerja untuk mendapatkan hasil di masa yang akan datang. Kontraktor akan menghitung Rencana Anggaran Biaya (RAB) dengan memperkirakan biaya pekerjaan yang dibutuhkan proyek, namun selama berlangsungnya suatu proyek dikenal juga dengan Rencana Anggaran Pelaksanaan (RAP) yang merupakan biaya di lapangan sampai proyek selesai. RAB dengan RAP terdapat selisih biaya dari masing-masing jenis kegiatan, begitu pula dengan pembangunan Aula Serbaguna SMP Negeri 11 Langsa, maka perlu dilakukan penelitian untuk
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Chen, J. S., P. Y. Chu, Y. Y. Lin, and K. Y. Lin. "Characterization of binder and mix properties to detect reclaimed asphalt pavement content in bituminous mixtures." Canadian Journal of Civil Engineering 34, no. 5 (2007): 581–88. http://dx.doi.org/10.1139/l06-150.

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Abstract: The purpose of this study was to recommend a testing procedure to detect the content of reclaimed asphalt pavement (RAP) used in hot-mix asphalt mixtures. Asphalt was extracted from RAP for use in blending with new binder and aggregate. The recovered binders were blended with virgin asphalt (AC-10) at 10 different concentrations. A concept called relative energy loss was proposed to determine the engineering properties of recycled asphalt concrete (RAC). The relative energy loss was found to be directly related to the resistance of RAC to moisture-induced damage. A noticeable increas
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Suwarto, Fardzanela, Bagus Hario Setiadji, and Supriyono Supriyono. "PENGARUH PENAMBAHAN DAN PERLAKUAN PENYIAPAN RECLAIMED ASPHALT PAVEMENT (RAP) TERHADAP KARAKTERISTIK." Jurnal Proyek Teknik Sipil 1, no. 1 (2018): 8–14. http://dx.doi.org/10.14710/potensi.2018.3489.

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Abstract: The addition of the Reclaimed Asphalt Pavement (RAP) is done by stripping the asphalt mixture on the pavement structure and destroying it into a grained material. The percentage of RAP material addition and treatment of RAP material prior to use as a Job Mix Formula will affect the final result of the asphalt mixture so that the relationship between the asphalt mixture characteristics with the RAP material and the relationship between the asphalt mixture characteristics between the two treatments against RAP with or without the granulator need to be studied. The results of this study
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Puppala, Anand J., Aravind Pedarla, Bhaskar Chittoori, Vijay Krishna Ganne, and Soheil Nazarian. "Long-Term Durability Studies on Chemically Treated Reclaimed Asphalt Pavement Material as a Base Layer for Pavements." Transportation Research Record: Journal of the Transportation Research Board 2657, no. 1 (2017): 1–9. http://dx.doi.org/10.3141/2657-01.

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For several years reclaimed asphalt pavement (RAP) material has been used as a construction material in hot-mix asphalt (HMA) to reduce material costs and stabilize pavements. Of the 45 million tons of RAP produced every year in the United States, only 33% is being used in HMA. Recent studies have demonstrated that RAP can be used effectively in base layers when it is blended with aggregate base materials and stabilized with cement or fly ash additives. This adoption in the pavement base layer helps maximize the reutilization of RAP material and minimize its disposal in landfills, thereby maki
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Wei, Wenwu, Chao Ji, Honggang Song, et al. "Effect of Fractionation Process and Addition of Composite Crumb Rubber-Modified Asphalt on Road Performance Variability of Recycled Asphalt Mixtures with High Reclaimed Asphalt Pavement (RAP) Content." Buildings 13, no. 11 (2023): 2729. http://dx.doi.org/10.3390/buildings13112729.

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The application of reclaimed asphalt pavement (RAP) can help reduce resource waste and environmental pollution in road construction. However, so far, only a small percentage of RAP materials can be used in road construction. The key obstacles to the application of a recycled asphalt mixture (RAM) with high RAP content are the variability of RAP materials and the difficulty of fully rejuvenating aged asphalt. However, there is still a lack of research on the effect of the variability of RAP materials and recycled asphalt on the quality control of a RAM. Therefore, this study investigates the ef
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Chen, Lan Yun, Xin Qiu, Xin Kuan Wang, and Qing Yang. "Laboratory Properties Evaluation of Wearing Course Asphalt Mixtures Incorporating RAP Materials." Advanced Materials Research 305 (July 2011): 398–401. http://dx.doi.org/10.4028/www.scientific.net/amr.305.398.

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Using RAP to reproduce new mixtures helps to reduce new material consumption, minimizes the exploitation of natural resources and brings vast benefit in land conservation and environmental protection. The main objectives of this study is to conduct laboratory tests on RAP mixtures with different RAP content, to comprehensively evaluate their engineering characteristics, then to recommend the best suitable RAP mixtures as the local paving materials.
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Moon, Ki Hoon, Augusto Cannone Falchetto, Di Wang, and Yun Su Kim. "Experimental Investigation on Fatigue and Low Temperature Properties of Asphalt Mixtures Designed with Reclaimed Asphalt Pavement and Taconite Aggregate." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 3 (2019): 472–84. http://dx.doi.org/10.1177/0361198119835525.

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Using reclaimed asphalt material for rehabilitation and construction of new asphalt pavements is currently a common practice not only in view of the economic benefits associated with this process but also because of the reduced exploitation of natural resources. For this reason, road authorities have implemented recommendations and guidelines to regulate the use of reclaimed asphalt pavement (RAP) and other recycled materials such as industrial by-products. Nevertheless, the combined use of different recycled materials is not commonly addressed. In this paper, the effect of adding RAP and taco
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Anil, Kumar Yadava, and Aqeel Ahmad Syed. "Characterization of Classified Indian Reclaimed Asphalt Pavement (RAP): Aggregate Impact Value and Aggregate Abrasion Value of Rap Aggregates." International Journal of Engineering and Advanced Technology (IJEAT) 9, no. 3 (2020): 3913–21. https://doi.org/10.35940/ijeat.C6443.029320.

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Reuse of existing deteriorated bituminous pavement material in construction and maintenance of flexible pavement is called recycling of bituminous pavement. Removed and reprocessed deteriorated pavement material which is recycled is termed as Reclaimed asphalt pavement (RAP). In India during construction of flexible pavement different types of bituminous layers are in practice depending upon CBR of sub-grade and traffic count i.e. CVPD of the road stretch. Depending upon types of bituminous layer i.e. PC Seal Coat, Bituminous Macadam(BM), Dense grade bituminous Macadam (DBM), Semi Dense Bitumi
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Bohn, Kátia Aline, Liseane Padilha Thives, and Luciano Pivoto Specht. "Physical, Rheological, and Permanent Deformation Behaviors of WMA-RAP Asphalt Binders." Sustainability 15, no. 18 (2023): 13737. http://dx.doi.org/10.3390/su151813737.

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With the rapid global expansion of road networks, the asphalt industry faces several environmental challenges, such as material shortages, environmental concerns, escalating material costs, demand for eco-friendly materials, and the implementation of “Net Zero” policies. Given these challenges and recognizing the need to explore new solutions, this research evaluated asphalt binder samples incorporating Warm Mix Asphalt (WMA) and Reclaimed Asphalt Pavement (RAP), or WMA-RAP. The assessment focused on analyzing the physical, rheological, and permanent deformation characteristics of WMA-RAP samp
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Arianto, Hendra, Sofyan M. Saleh, and Renni Anggraini. "KARAKTERISTIK CAMPURAN AC-WC MENGGUNAKAN MATERIAL RECLAIMED ASPHALT PAVEMENT DENGAN TAMBAHAN ASPAL PEN. 60/70 YANG DISUBSTITUSI STYROFOAM." Jurnal Arsip Rekayasa Sipil dan Perencanaan 2, no. 2 (2019): 149–57. http://dx.doi.org/10.24815/jarsp.v2i2.13451.

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Reuse of reclaimed asphalt pavement material (RAP) is an alternative which applicated for potential enough on the roughness of the road. RAP material can be reused by adding the asphalt and the new aggregate according of the mixture composition so that it is expected will be obtained the quality as planned. One of the efforts made in improving the quality of asphalt mixture RAP material is using a modified asphalt with additional material, such as styrofoam. The use of styrofoam into the asphalt is expected to improve the technical properties of a mixture. The purpose of this research is to kn
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Meena, Pinki, Gondaimei Ransinchung Rongmei Naga, and Praveen Kumar. "Effect of Mechanical Properties on Performance of Cold Mix Asphalt with Recycled Aggregates Incorporating Filler Additives." Sustainability 16, no. 1 (2023): 344. http://dx.doi.org/10.3390/su16010344.

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The utilization of recycled asphalt pavement in the construction and maintenance of flexible pavement with asphalt emulsion is advantageous and environmentally friendly. It saves energy due to zero heat loss during the mixing and laying of pavement compared to hot mix asphalt. Recycled asphalt pavement (RAP) is a sustainable material in place of virgin aggregates in road construction. The focus of this study is (i) virgin aggregate production, (ii) the utilization of waste material (additive), (iii) reducing the production temperature, and (iv) recycled RAP material in the pavement. This paper
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Edeh, Joseph E., Manasseh Joel, and James Mzuaor Aburabul. "Groundnut Shell Ash Stabilized Reclaimed Asphalt Pavement, as Pavement Material." Advanced Materials Research 824 (September 2013): 3–11. http://dx.doi.org/10.4028/www.scientific.net/amr.824.3.

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Large volume of reclaimed asphalt pavements (RAP) aggregates are generated during pavement rehabilitation and reconstruction and disposed along road alignment while large quantities of groundnut shell ash (GSA) are generated from the combustion of groundnut shell and also disposed in large quantities on production sites. This paper presents results of the laboratory evaluation of the characteristics of GSA stabilized RAP with a view to determining its suitability for use as highway pavement material in flexible pavements construction. The RAP-GSA mixtures were subjected to British standard lig
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Ramadhan, Sofyan, I. Wayan Diana, and Sasana Putra. "The Effect Of Percentage Of Asphalt Mixed Recycling Materials On Characteristics Of Mechanical Mixed Heat Asphalt AC – WC (Achalt Concrete - Wearing Course)." Jurnal Rekayasa Sipil dan Desain 7, no. 2 (2019): 383–96. https://doi.org/10.23960/jrsdd.v7i2.1214.

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Handling road damage using the greenroads method is one solution to the problem of natural resources. This method uses a recycling method of dismantling the old pavement layers to be used as a mixture of new pavement layers. This study aims to determine the use of Reclaimed Asphalt Pavement (RAP) material as a mixture of materials to be used again as AC - WC (Asphalt Concrete - Wearing Coarse) pavement and determine the best percentage between recycled asphalt mixture from RAP and new material. The results of this study were obtained for the stability value on the use of 25% RAP, 50% RAP and 7
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Cadar, Rodica Dorina, Rozalia Melania Boitor, and Mihai Liviu Dragomir. "An Analysis of Reclaimed Asphalt Pavement from a Single Source—Case Study: A Secondary Road in Romania." Sustainability 14, no. 12 (2022): 7057. http://dx.doi.org/10.3390/su14127057.

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The paper presents a comprehensive analysis on reclaimed asphalt pavement (RAP) milling material collected from a single source, namely from a secondary road in Romania, county road DJ109. The following characteristics are investigated: particle size, binder content, material variability and uniformity, and the clustering phenomena. Variability is demonstrated using the results of particle size gradation and binder content. The coefficient of uniformity and the coefficient of curvature demonstrate that the RAP used in this research is a well-graded material. However, the visual analyses conduc
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Qu, Fangting, Zhiyu Yang, and Zhengnan Liu. "Characterization of Reclaimed Asphalt Pavement Material Properties for Hot In-Place Recycling." Materials 18, no. 5 (2025): 970. https://doi.org/10.3390/ma18050970.

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Asphalt with different aging degrees requires different rejuvenation methods. However, current applications of hot in-place recycling (HIR) for Reclaimed Asphalt Pavement (RAP) do not consider the differences in the aging degree of asphalt binder across different layers of RAP. Additionally, there is limited understanding of the changes in asphalt binder and aggregate properties during the HIR process. Changes in the properties of RAP materials can lead to inaccuracies in the mix design, potentially causing suboptimal performance. This study compares the performance of asphalt binders at diffe
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Noviarti, Triafini, Sasana Putra, and Dwi Herianto. "Potensi Fungsi RAP (Reclaimed Asphalt Pavement) sebagai Bahan Lapis Pondasi (Base)." Jurnal Rekayasa Sipil dan Desain 7, no. 3 (2019): 463–74. https://doi.org/10.23960/jrsdd.v7i3.1199.

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Material requirements for road pavement have increased along with major developments in Lampung Province. This causes the availability of aggregates to become thinner. One alternative replacement material is RAP (Reclaimed Asphalt Pavement). The aggregate in RAP becomes a potential that can be used as a basic material for road foundation layer. Therefore, research on the potential of RAP (Reclaimed Asphalt Pavement) if used as a base course material.This study uses RAP material obtained from the asphalt pavement layers on Soekarno-Hatta Street, Bandar Lampung. The results of the maximum dry de
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Burada, Siam, and Barames Vardhanabhuti. "Enhancing the value of reclaimed asphaltic pavement as aggregate material in concrete work." Creative Science 17, no. 3 (2025): 261732. https://doi.org/10.55674/cs.v17i3.261732.

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This study explores the use of reclaimed asphalt pavement (RAP) as a sustainable and cost-effective substitute for coarse natural aggregates in concrete. Concrete mixtures were prepared with RAP replacement levels of 0%, 15%, 30%, 50%, and 80% by weight, aiming for a minimum compressive strength of 240 ksc in 15x15x15 cm cube specimens after 28 days of curing. Key engineering properties including compressive strength, flexural strength, and modulus of elasticity were evaluated. The results show that increasing the RAP content leads to greater deviation from optimal aggregate gradation and a gr
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Plati, Christina, Maria Tsakoumaki, and Konstantinos Gkyrtis. "Physical and Mechanical Properties of Reclaimed Asphalt Pavement (RAP) Incorporated into Unbound Pavement Layers." Applied Sciences 13, no. 1 (2022): 362. http://dx.doi.org/10.3390/app13010362.

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Against the backdrop of global warming and depletion of natural resources, new techniques and alternative materials need to be explored and integrated into road construction. Reclaimed Asphalt Pavement (RAP) is one of the waste materials that can be reused in new road projects if its behavior is better understood. Numerous researchers have studied the use of RAP in both bound and unbound pavement layers. However, the mechanical behavior and deformation characteristics of RAP in unbound pavement layers are not fully understood due to its unique properties. For this reason, this paper aims to in
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Edi Yusuf Adiman, Benny Hamdi Rhoma Putra, and Muhammad Rilly Aka Yogi. "Potensi Penggunaan Agregat RAP (Reclaimed Asphalt Pavement) Terhadap Campuran SMA (Stone Matrix Asphalt)." Siklus : Jurnal Teknik Sipil 9, no. 1 (2023): 43–56. http://dx.doi.org/10.31849/siklus.v9i1.11810.

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The advantage of using RAP (Reclaimed Asphalt Pavement) materials in road pavement has economic and environmental benefits. The RAP materials are used in the form of bitumen only, aggregates only, or both of them. This study proposes to determine the potential of RAP aggregate as a material for an SMA mixture. The variation of RAP aggregate in this study is based on function use, the nominal maximum aggregate size (NMAS), and minimum thickness of use from the results of the RAP aggregate test. The method in the manufacture and testing of specimens using the Marshall method. From the results of
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Widayanti, Ari, A. A. Soemitro Ria, Januarti Jaya Ekaputri, and Hitapria Suprayitno. "Characterization of Reclaimed Asphalt Pavement (RAP) as a road pavement material (National Road Waru, Sidoarjo)." MATEC Web of Conferences 181 (2018): 05001. http://dx.doi.org/10.1051/matecconf/201818105001.

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Reclaimed Asphalt Pavement (RAP) is a dredging pavement material using Cold Milling Machine. The application of Reclaimed Asphalt Pavement is increased year by year. Due to the increasing application of RAP year by year which implicates environment condition, especially in damaging natural resources, the research on material used in RAP needs to be conducted, so RAP can be optimally utilized. To achieve optimal performance, data of RAP characteristics reviewed from microstructural analysis is necessary. The objective of this research is to obtain the characteristics of Reclaimed Asphalt Paveme
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Hashim, Sajjad, Hasan Al-Mosawe, and Haneen Mohammed. "The Influence of Using Recycled Asphalt Pavement and Crumbed Rubber on Asphalt Pavement: A Review." Al-Nahrain Journal for Engineering Sciences 26, no. 2 (2023): 74–82. http://dx.doi.org/10.29194/njes.26020074.

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Reclaimed (recycled) asphalt pavement (RAP), the most recycled material worldwide, is the mostly reclaimed material utilized in hot mix asphalt. Polymer (Crumb rubber) incorporation frequently leads to enhanced durability and resistance to heat cracking and rutting, two forms of permanent deformation. It also relieves stiffness and minimizes fatigue damage. This study aims to gather all previous RAP-related research and crumb rubber CR, so that the impact of using these materials on mechanical, physical properties of asphalt pavement, environmental effect and cost effective are clarify and exp
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Edeh, Joseph E., Adrian O. Eberemu, and James Mzuaor Aburabul. "Effect of Compactive Efforts on the Strength Properties of Groundnut Shell Ash Stabilized Reclaimed Asphalt Pavement." Advanced Materials Research 824 (September 2013): 12–20. http://dx.doi.org/10.4028/www.scientific.net/amr.824.12.

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Large quantities of groundnut shell ash (GSA) are generated from the combustion of groundnut shell, disposed in large quantities on production sites while large volume of reclaimed asphalt pavements (RAP) aggregates are also generated during pavement rehabilitation and reconstruction and disposed along road alignments. This paper presents results of the laboratory evaluation of the effect of compactive efforts on the strength properties of GSA stabilized RAP with a view to determining its suitability as highway pavement material in pavement constructions. The RAP-GSA mixtures were subjected to
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Thanaya, ME., PhD, I. Nyoman Arya, I. Made Agus Ariawan, and I. Putu Chandra Wibawa. "Analysis on the Characteristics of Asphalt Concrete Mixture Utilizing Reclaimed Asphalt Pavement with Waste Cooking Oil Rejuvinator." MEDIA KOMUNIKASI TEKNIK SIPIL 28, no. 2 (2023): 230–40. http://dx.doi.org/10.14710/mkts.v28i2.48137.

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One alternative way to reduce the use of natural aggregate and asphalt is the use of recycled materials of old road pavement or Reclaimed Asphalt Pavement (RAP). The asphalt within the RAP generally had become stiffer due to ageing, therefore it needs to be mixed with a rejuvenating agent. An alternative organic oil-based refining agent that can be used for rejuvenating rigid asphalt is Waste Cooking Oil (WCO). The purpose of this study is to analyze the characteristics of asphalt mixtures at Optimum Bitumen Content (OBC) and at best WCO content. The asphalt mixture manufacturing method used w
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Shylaja, Preethi, and P. T. Ravichandran. "Experimental Investigation and Statistical Analysis of Recycled Asphalt Pavement Mixtures Incorporating Nanomaterials." Recycling 9, no. 5 (2024): 100. http://dx.doi.org/10.3390/recycling9050100.

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Reclaimed Asphalt Pavement (RAP) materials are used as substitutes for new materials in asphalt pavement construction, leveraging the engineering and commercial benefits of the aged binders and aggregate matrixes in RAP. These asphalt mixtures impart significant variations in volumetric properties and asphalt mixture characteristics. The current study investigates the Marshall properties, moisture susceptibility, and rutting behavior of 24 recycled asphalt mixtures developed with nanosilica and nanoclay. RAP material percent, nanomaterial content, binder grade, and extra binder were considered
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Handayani, Ratna, and Ahmad Faathir Wicaksono. "USAGE OF RECLAIMED ASPHALT PAVEMENT AS A MIXTURE MATERIAL OF ASPHALT CONCRETE - WEARING COURCE (ACWC)." Journal Innovation of Civil Engineering (JICE) 1, no. 2 (2021): 97. http://dx.doi.org/10.33474/jice.v1i2.10998.

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The objective of this research is to utilize Reclaimed Asphalt Pavement (RAP) as a mixture of hot asphalt AC-WC type. The new additional material is required such as an aggregate and asphalt to meet the technical performance which is based on Specification Bina Marga 2018 Revision 2. This research is started by analyzing the RAP. The result of RAP extraction process are aggregates and asphalt. Grading on aggregate were conducted for required grading envelope. If it failed to qualify for required grading envelope, new aggregate and new asphalt is needed. Therefore, the AC-WC mixture was compose
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Udomchai, Artit, Menglim Hoy, Apichat Suddeepong, et al. "Generalized Interface Shear Strength Equation for Recycled Materials Reinforced with Geogrids." Sustainability 13, no. 16 (2021): 9446. http://dx.doi.org/10.3390/su13169446.

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In this research, large direct shear tests were conducted to evaluate the interface shear strength between reclaimed asphalt pavement (RAP) and kenaf geogrid (RAP–geogrid) and to also assess their viability as an environmentally friendly base course material. The influence of factors such as the gradation of RAP particles and aperture sizes of geogrid (D) on interface shear strength of the RAP–geogrid interface was evaluated under different normal stresses. A critical analysis was conducted on the present and previous test data on geogrids reinforced recycled materials. The D/FD, in which FD i
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Mascena, Jonadabe Lauvers dos Santos, and João Paulo Souza Silva. "Uso de material fresado em camadas granulares para fins de pavimentação." CONTRIBUCIONES A LAS CIENCIAS SOCIALES 17, no. 8 (2024): e9251. http://dx.doi.org/10.55905/revconv.17n.8-115.

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Este estudo analisa a eficácia do uso de Reclaimed Asphalt Pavement (RAP) na melhoria de solos para pavimentação, visando aumentar a capacidade de suporte, estabilidade e durabilidade dos solos, promovendo a sustentabilidade na engenharia. A pesquisa foi motivada pela necessidade de encontrar soluções mais sustentáveis e eficientes para a construção de pavimentos. O objetivo principal é avaliar a viabilidade técnica do uso de uma mistura composta por 40% de RAP e 60% de solo em camadas granulares de pavimentos flexíveis. Para alcançar esse objetivo, foi realizado um levantamento bibliográfico
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Mohammad, Louay N., Murad Y. Abu-Farsakh, Zhong Wu, and Chris Abadie. "Louisiana Experience with Foamed Recycled Asphalt Pavement Base Materials." Transportation Research Record: Journal of the Transportation Research Board 1832, no. 1 (2003): 17–24. http://dx.doi.org/10.3141/1832-03.

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Utilization of existing recyclable materials has always been key to more efficient and economical highway construction. Use of the foamed-asphalt (FA) technique to stabilize recycled asphalt pavement (RAP) is one strategy for an efficient use of salvaged construction materials. The main objective of this study is to investigate the potential use of FA-treated RAP as a base course material in lieu of a crushed-limestone base beneath a concrete pavement layer. Test sections were constructed at US-190 near Baton Rouge, Louisiana, and used for field evaluation of the FA RAP base. The laboratory mi
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Seferoğlu, Ayşegül Güneş, Mehmet Tevfik Seferoğlu, and Muhammet Vefa Akpınar. "Investigation of the Effect of Recycled Asphalt Pavement Material on Permeability and Bearing Capacity in the Base Layer." Advances in Civil Engineering 2018 (2018): 1–6. http://dx.doi.org/10.1155/2018/2860213.

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The purpose of this research was to investigate the effects of recycled asphalt pavement (RAP) and cement content on the permeability and bearing capacity characteristics of aggregate base courses. Mixtures containing untreated RAP ranging between 0 and 100 percent and 1, 2, and 3% cement-treated RAP were subjected to laboratory tests (bitumen content, sieve analysis, modified proctor, soaked California bearing ratio (CBR), and constant-level permeability tests). The results showed that, as the RAP percentage in the mixture increased, CBR values decreased considerably. Moreover, there is a lin
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CUI MING, NG, ANIS AINA, RAMADHANSYAH PUTRA JAYA, and NICOLE LIEW SIAW ING. "Analysis of Reclaimed Asphalt Pavement with Rejuvenating Materials." CONSTRUCTION 3, no. 1 (2023): 75–86. http://dx.doi.org/10.15282/construction.v3i1.8910.

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Reclaimed asphalt pavement (RAP) is currently commonly used in road construction. Reclaimed asphalt pavement can enhance environmental sustainability while also reducing reclaimed pavement disposal issues. In this study, waste cooking oil (WCO) was utilized as rejuvenating material. There are different samples, where Sample A is the control mixture which is virgin mixture without rejuvenator contain 0% of RAP content. Sample B is the rejuvenated RAP mixtures including 25% and 50% of RAP content combined with WCO, while sample C is the non-rejuvenated RAP mixture containing 25% and 50% of RAP c
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Sukanta, Karati. "Influence of the Performance of Reclaimed Asphalt Pavement (RAP) Material on Bituminous Mix." Journal of Civil Engineering and Materials Application 5, no. 3 (2021): 151–63. https://doi.org/10.22034/jcema.2021.305945.1066.

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The utilization of reclaimed asphalt pavement (RAP) material to prepare a durable bituminous concrete (BC) mixture, used for flexible pavement surface courses is a challenging task in this investigation. RAP material is one of the latest substitutes for virgin aggregate and virgin binder of the bituminous mix. Using RAP material in flexible pavements can improve the engineering properties of bituminous mix and is also beneficial for economic and environmental.  To execute such study, virgin aggregate (VA) has been replaced by 0, 10, 20, 30, 40, 50, 60, 75, and 100% of RAP material, respec
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Edeh, Joseph E., Adrian O. Eberemu, and Onah Agnes. "Lateritic Soil Stabilization of Reclaimed Asphalt Pavement as Flexible Highway Pavement Materials." Advanced Materials Research 367 (October 2011): 3–11. http://dx.doi.org/10.4028/www.scientific.net/amr.367.3.

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This paper presents the results of the laboratory evaluation of the characteristics of lateritic soil stabilized reclaimed asphalt pavements (RAP), using 0 – 2% cement, subjected to British Standard Light (BSL) compactive effort to determine their index, compaction and california bearing ratio (CBR) results. The result of the laboratory tests show that the properties of RAP improved when stabilized with lateritic soil, using up to 2% cement. The particle size distribution improved from poorly graded sandy GRAVELLY material for 100% lateritic soil and very sandy GRAVELLY material, to the gradat
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SantoshKumar, Niveditha M Madinur, and Sharanabasava Patil. "Laboratory Performance Evaluation of Hot Mix Asphalt Using Reclaimed Asphalt Pavement Material for Bituminous Concrete Layer." International Research Journal on Advanced Engineering and Management (IRJAEM) 2, no. 04 (2024): 1110–18. http://dx.doi.org/10.47392/irjaem.2024.0146.

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Pavement rehabilitation and reconstruction generate large quantities of reclaimed asphalt pavement (RAP). Recycling into new asphalt paving mixtures is the predominant application. The RAP contains aggregates coated with bitumen. Recently utilization of RAP in asphalt mixes has been gaining worldwide popularity. Use of RAP in asphalt mixes can reduce cost of materials (aggregates and bitumen), conserve aggregates and asphalt, save environment, and can solve problem of solid waste disposal. The present study is used to design and evaluate the performance of bitumen mix with 2 different percenta
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Adriati, Yolly, Elizar, Bobby Kurniawan, and Novrianti. "Characteristics of Recycled Asphalt Mixtures Utilizing Reclaimed Asphalt Pavement (RAP) Materials." Journal of Sustainable Engineering: Proceedings Series 2, no. 1 (2024): 50–54. https://doi.org/10.35793/joseps.v2i1.7137.

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Reclaimed Asphalt Pavement (RAP) material is produced through the cold milling of old pavement surface layers. Given the significant amount of RAP available, recycling is essential to support environmental sustainability. This study focuses on utilizing RAP as a recycled material for the AC-BC layer and evaluating the Marshall characteristics of the asphalt mixture for the intermediate layer (AC-BC). This research utilized a material composition of 30% Reclaimed Asphalt Pavement (RAP) combined with 70% fresh aggregate. The RAP material was sourced from the Bangkinang-Petapahan cross road secti
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Bilodeau, Jean-Pascal, Guy Doré, and Jonas Depatie. "Mitigation of permanent deformation in base layer containing recycled asphalt aggregates." Canadian Journal of Civil Engineering 40, no. 2 (2013): 181–87. http://dx.doi.org/10.1139/cjce-2012-0395.

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The use of recycled asphalt pavement (RAP) aggregates as replacement for new materials in the pavement base weakens the layer in regards to the resistance to permanent deformation under repeated loading. A mechanistic based design procedure is proposed to ensure that base layers containing RAP particles have a similar rutting behaviour to base layers made of virgin aggregates. The design procedure allows calculating an asphalt concrete thickness increase that is based on permanent deformation behaviour of base materials. The calculation approach is based on multistage triaxial permanent deform
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A. Mostafa, Ahmed Mahmoud, Ahmed Gamal M. Morsi, and Alnos Aly E. Hegazy. "Effects of Fiberglass on the Strength of Reclaimed Asphalt Pavement (RAP) as a Subbase Materials." International Journal of Advanced Engineering, Management and Science 9, no. 12 (2023): 84–89. http://dx.doi.org/10.22161/ijaems.912.13.

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This research study investigates the effect of fiberglass content on the strength of Reclaimed Asphalt Pavement (RAP) material as a subbase layer of flexible pavement. Laboratory modified proctor and California bearing ratio (CBR) tests were conducted on the mixture of RAP and fiberglass. The obtained results show that, 100% RAP material can be used as subbase material. In addition to that, there is a slight reduction in maximum dry density (γdmax) values when RAP is blended with fiberglass. Similarly, the soaked and unsoaked CBR values of the mixture decreased slightly. However, the mixture o
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Ortiz, Dulce Valeria Guzmán, Juan Bosco Hernández Zaragoza, Teresa López Lara, Jaime Moisés Horta Rangel, and Diego Alberto Giraldo Posada. "Application of Recycled Asphalt Pavement Aggregate in Rigid Pavement." Journal of Building Technology 5, no. 2 (2023): 68. http://dx.doi.org/10.32629/jbt.v5i2.1300.

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In Mexico, heavy traffic with excess loads is the main cause of pavement deterioration, which has influenced the consumption and exploitation of natural resources, thereby affecting road rehabilitation. The use of Reclaimed Asphalt Pavement (RAP) has been presented as a technique to reduce the aforementioned issues, which consists of milling the material of a flexible pavement during its rehabilitation. The objective of this work is to reuse RAP by using the Los Angeles Wearing Machine to recover fine aggregate, using it in a rigid pavement. By means of compressive strength and diametral tensi
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Joseph, S. Samuel, and A. Udo Essien. "Comparative Analysis of Base Course Stabilization using Cement and Reclaimed Asphalt Pavement." Journal of Scientific and Engineering Research 9, no. 1 (2022): 47–56. https://doi.org/10.5281/zenodo.10497970.

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<strong>Abstract</strong> Recycling in construction industries is the process of re-using the old pavement materials after some modifications have been made. The present practice in Nigeria is that the old pavement material is treated as solid waste. This work tried to compare the strength of Idu borrow pit soil stabilized proportionately with Reclaimed Asphalt Pavement (RAP) and cement. RAP was taken along Uyo - Ikot Ekpene road. Borrow pit soil sample was collected from Idu in Akwa Ibom State, Nigeria, and Portland Cement was acquired from the local market. Specimens used for the laboratory
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Xie, Jiawen, Wenke Huang, Bei Hu, Zhicheng Xiao, Hafiz Muhammad Zahid Hassan, and Kuanghuai Wu. "Study on the Road Performance of Foamed Warm-Mixed Reclaimed Semi-Flexible Asphalt Pavement Material." Materials 14, no. 18 (2021): 5379. http://dx.doi.org/10.3390/ma14185379.

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Warm-mixed reclaimed asphalt pavement (RAP) technology has been widely studied worldwide as a recycled environmental method to reuse waste materials. However, the aggregate skeleton structure of the warm-mixed reclaimed asphalt mixture is not stable because of the existence of the recycled materials. Warm-mixed recycled semi-flexible pavement material can solve the defects of the above materials. In this study, five different types of open-graded asphalt mixtures containing different contents of RAP were designed, and relevant laboratory tests were conducted to assess the road performance of t
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Wang, Yuanfu, Guangwu Dou, Sudi Wang, and Jie Wang. "The Effect of Refined Separation on the Properties of Reclaimed Asphalt Pavement Materials." Buildings 14, no. 6 (2024): 1608. http://dx.doi.org/10.3390/buildings14061608.

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Refined separation not only controls the variability of reclaimed asphalt pavement (RAP), but also improves the mixing ratio of RAP and the quality of recycled asphalt mixtures. This study examines RAP treated with various refined separation frequency parameters, analyzes the variation rules and the variability of RAP aggregate gradation, asphalt content, asphalt properties, and aggregate properties, and calculates the maximum mixing percentage of coarse RAP material by using the gradation variability control method and the asphalt content variability control method. The results show that the
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Solaimanian, Mansour, and Maghsoud Tahmoressi. "Variability Analysis of Hot-Mix Asphalt Concrete Containing High Percentage of Reclaimed Asphalt Pavement." Transportation Research Record: Journal of the Transportation Research Board 1543, no. 1 (1996): 89–96. http://dx.doi.org/10.1177/0361198196154300111.

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A research project was undertaken to evaluate the production and construction variability of hot-mix asphalt concrete (HMAC) containing large quantities of recycled asphalt pavement (RAP) material. Four construction projects were selected. Two of the projects used 35 percent RAP material, while the other two used 40 and 50 percent RAP, respectively. The projects differed in size with total hot-mix ranging from 12,000 to 30,000 tons. In all cases, dedicated RAP stockpiles were used. A series of tests were performed at both the hot-mix plant laboratory and the University of Texas (UT) asphalt la
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Gottumukkala, Bharath, Sudhakar Reddy Kusam, Vivek Tandon, Amaranatha Reddy Muppireddy, and Ramya Sri Mullapudi. "Restriction of RAP% in HMA Based on Aggregate Gradation and Binder Properties." CivilEng 2, no. 3 (2021): 811–22. http://dx.doi.org/10.3390/civileng2030044.

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The use of recycled asphalt pavement (RAP) in pavement construction reduces the project cost and helps in conserving the naturally occurring aggregates. To incorporate RAP in hot mix asphalt, it is vital to know the amount and quality of the reclaimed binder. Three new asphalt binders were selected for this investigation. RAP material from one source was blended in different proportions with VG-10 and VG-30. Penetration, softening point, G */sin δ, G * sin δ and binder fatigue life Nf (from Linear Amplitude Sweep test) values of different blends were compared. The milled RAP aggregate gradatio
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