Relevant bibliographies by topics / Asphalt cement

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Asphalt cement'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Asphalt cement"

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Al-Jumaili, Mohammed Abbas, and Hamid Athab Al-Jameel. "Predicting a Model for Modified Asphalt Cement Rutting Parameters." Key Engineering Materials 895 (August 3, 2021): 1–11. http://dx.doi.org/10.4028/www.scientific.net/kem.895.1.

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This paper aims to investigate the relationship between the Superpave rutting parameter of asphalt (G﹡/sin δ) by conducting Dynamic Shear Rheometer (DSR) tests with the rut depth values obtained by the wheel track device. The twenty asphalt mixtures have been prepared with twenty types of unmodified asphalts and Polymer-Modified Binders (PMBs). SBS was used to produce PMBs. The twenty base and modified asphalts have been used to prepare asphalt paving mixtures required to conduct wheel track tests. The predicted model of asphalt mixtures rut depth related to asphalt rutting parameter (G﹡/sin δ
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Zhang, Yun Hua, and Fa Zhou Wang. "Effect of Emulsified Asphalt on Temperature Susceptibility of Cement Asphalt Mortar." Advanced Materials Research 335-336 (September 2011): 124–27. http://dx.doi.org/10.4028/www.scientific.net/amr.335-336.124.

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Cement asphalt mortar (CA mortar, or CAM) is a composite material with equal presence of cement and asphalt emulsion and acts as a cushion layer in the structure of slab track. In the hardened matrix, asphalt accounts for about 30 vol. %, rendering the properties of CA mortar susceptible to temperature variation. In the paper, different kinds of emulsified asphalts (A70 emulsified asphalt, A90 emulsified asphalt, SBS modified emulsified asphalt and SBR modified emulsified asphalt) for CA mortar and the compressive strengths of CA mortar under different temperatures (-18°C, 10°C, 25°C, 40°C and
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Delgado Jojoa, Miguel Gerardo, Hugo Alexander Rondón Quintana, Jessica Alexandra Sánchez Gilede, Wilmar Darío Fernández Gómez, and Fredy Alberto Reyes Lizcano. "Influence of four non-conventional additives on the physical, rheological and thermal properties of an asphalt." Ingeniería e Investigación 38, no. 2 (2018): 18–26. http://dx.doi.org/10.15446/ing.investig.v38n2.68638.

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This article shows the evaluation of the influence of two polymer wastes (crumb rubber – GCR and low density polyethylene – LDPE), a natural bitumen (Gilsonite - G) and a chemical component (Husil) about the physical, rheological and thermal properties of an asphalt cement (AC 60/70 penetration grade). Over a control asphalt and the modified asphalts were performed: penetration, softening point, ductility, ignition point, rheology (using a dynamic cut rheometer – DSR), Multi Stress Creep and Recovery (MSCR), linear amplitude sweep (LAS), differential scanning calorimetry (DSC) and thermogravim
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Chen, Jian Hua, Gui Lian Zou, Xiao Ning Zhang, Shun Xian Zhang, Wen Nie, and Tao Tao Wan. "Study on the Thixotropic Properties of Mastic Asphalt." Advanced Materials Research 779-780 (September 2013): 356–62. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.356.

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The asphaltic cement and mastic asphalt are respectively carried on Brookfield rotary viscometer and Lueer tester. The results show that: the thixotropic properties of mastic asphalt lags behind the asphaltic cement; as the stirring temperature is high, the thixotropic effect of mastic asphalt is not obvious, but the construction time range is large. With high stirring speed, the thixotropic effect of mastic asphalt is obvious, but the construction time range is small. The thixotropic effects of mastic asphalt are also analyzed to provide reference for the improvement of the construction proce
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Li, Jun Xiao, Xiao Bo Yin, Jian Yuan, He Chao Zang, and Zong Rui Hao. "Performance of Emulsified Asphalt Full Thickness Cold Recycling Subgrade Materials." Advanced Materials Research 915-916 (April 2014): 704–8. http://dx.doi.org/10.4028/www.scientific.net/amr.915-916.704.

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Full thickness cold recycling subgrade materials were prepared by cement-emulsified asphalt solidified RAP and stabilized soil.The effect of adding amount of emulsified asphalts change on unconfined compressive strength, indirect tensile strength and water stability of cold recycled mixtures with different ratios was studied,and the mechanism of action of cement and emulsified asphalt in the mixtures was analysised via microscopic test. The results show that a proper addition of emulsified asphalt can improve the performance of cold recycled mixtures and the best emulsified asphalt mixing cont
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Li, Junxiao, Wei Fu, and Hechao Zang. "Design Method for Proportion of Cement-Foamed Asphalt Cold Recycled Mixture." MATEC Web of Conferences 142 (2018): 02002. http://dx.doi.org/10.1051/matecconf/201814202002.

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Through foaming experiment of Zhongtai AH-70 asphalt, the best foaming temperature water consumption and influence factors of foamed asphalt’s foaming features are determined; By designing the proportion of foamed asphalt cold in-place recycled mixture combined with the water stability experiment, for this mixture the best foamed asphalt addition is 3%, and proportion of the mixture is RAP: fine aggregate: cement=75:23:2. Using SEM technology, the mechanism of increasing on the intensity of foamed asphalt mixture resulted by the addition of cement was analysed. This research provides reference
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Kuemmel, David A., John R. Jaeckel, Alexander Satanovsky, Stephen F. Shober, and Mitzi M. Dobersek. "Noise Characteristics of Pavement Surface Texture in Wisconsin." Transportation Research Record: Journal of the Transportation Research Board 1544, no. 1 (1996): 24–35. http://dx.doi.org/10.1177/0361198196154400104.

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Twelve portland cement concrete pavement (PCCP) test sections were constructed to compare with standard PCCP and asphaltic concrete pavement (ACP) to quantify the effects of the pavement surface texture on noise, safety, and winter maintenance. Asphalt pavements studied included a Strategic Highway Research Program asphalt, stone matrix asphalt (SMA), and Wisconsin standard asphalt. A dependency between the pavement textures and their noise characteristics was observed. Noise measurements indicated that uniformly transverse tined PCCP created dominant noise frequencies that were audible adjace
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Berthelot, Curtis, Diana Podborochynski, Colin Wandzura, Colin Prang, and Brent Marjerison. "Triaxial frequency sweep characterization of Saskatchewan hot mix asphaltic concrete across asphalt cement binder type." Canadian Journal of Civil Engineering 36, no. 9 (2009): 1403–10. http://dx.doi.org/10.1139/l09-066.

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The purpose of this research was to determine how asphalt cement binder types influence the mechanical behaviour of hot mix asphalt concrete mixes. This research employed triaxial frequency sweep characterization of a typical City of Saskatoon Hot Mix Type A2 and a typical Saskatchewan Ministry of Highways and Infrastructure Hot Mix Type 70 across a range of triaxial load frequencies and stress states representative of Saskatchewan field state conditions. The asphaltic mixes were evaluated across four asphalt cement binder types typically employed by Saskatchewan road agencies. Based on the fi
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Hu, Ganghua, Qing Yang, Xin Qiu, Huiqiong Liu, Yanfeng Qian, and Shanglin Xiao. "Assessment of Interaction Behaviors of Cement-Emulsified Asphalt Based on Micro-Morphological and Macro-Rheological Approaches." Materials 15, no. 3 (2022): 1070. http://dx.doi.org/10.3390/ma15031070.

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Cement emulsified asphalt composite binder (CEACB) plays a determining role in the construction of cold recycled asphalt pavements. Understanding the interaction behaviors of cement-emulsified asphalt is very essential to promote the serviceability of CEACB. The objective of this study was to explore the interaction behaviors and mechanism of cement-emulsified asphalt associated with microstructural characteristics and to assess the interaction ability of cement-emulsified asphalt by performing macro-rheological measurements. Firstly, the physico-chemical interaction of cement-emulsified aspha
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Ma, Tao, Hao Wang, Yongli Zhao, Xiaoming Huang, and Yuhui Pi. "Strength Mechanism and Influence Factors for Cold Recycled Asphalt Mixture." Advances in Materials Science and Engineering 2015 (2015): 1–10. http://dx.doi.org/10.1155/2015/181853.

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This study focused on the key factors affecting the tensile strength of cold recycled asphalt mixture with cement and emulsified asphalt. The specific surface areas and strength of RAP were analyzed. The interaction between the emulsified asphalt and cement was observed. Comprehensive laboratory testing was conducted to evaluate the influences of RAP, emulsified asphalt, and cement on the tensile strength of cold recycled asphalt mixture. It is found that although RAP is used as aggregates, its inner structure and strength are much different from real aggregates. The strength of RAP has decisi
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Dissertations / Theses on the topic "Asphalt cement"

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Saboori, Arash. "Warm Mix Asphalt Processes Applicable to North Dakota." Thesis, North Dakota State University, 2012. https://hdl.handle.net/10365/26722.

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Warm mix asphalt (WMA) represents a group of technologies that allows production of asphalt mixtures at lower temperatures compared to traditional hot mix asphalt (HMA). This results in less fuel consumption and reduction in CO2 ?and fumes emission. This research was conducted in order to provide North Dakota department of transportation (NDDOT) with a thorough study on state of the practice of WMA in USA and compare WMA performance with HMA. Extensive literature study was conducted, collecting reports and field experiment data from DOTs of states with climate similar to ND. Viewpoints of expe
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Gouru, Harinath. "Laboratory evaluation of asphalt-portland cement concrete composite." Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-12232009-020518/.

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Hanson, Jon Russell. "Cracking and roughness of asphalt pavements constructed using cement-treated base materials /." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1233.pdf.

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Liu, Yongliang. "Static, dynamic mechanical and fatigue properties of cement-asphalt mortars." Thesis, University College London (University of London), 2018. http://discovery.ucl.ac.uk/10042034/.

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High-speed railway or rail (HSR) is a hot topic all over the contemporary world. And there is a growing tendency towards the application of nonballasted or slab tracks in HSR. Cement-asphalt mortar (CAM), a composite of Portland cement and asphalt emulsion, is widely used as a cushion layer in the two prevailing prefabricated concrete slab tracks of HSR in China, namely CRTS I and CRTS II. After a few years’ operation and service, however, premature cracking has been identified in the CAM layer along part of CRTS I and CRTS II. This is mainly caused by the fatigue of CAMs under repetitive traf
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Ghavibazoo, Amir. "Characterization of Activities of Crumb Rubber in Interaction with Asphalt and its Effect on Final Properties." Diss., North Dakota State University, 2014. http://hdl.handle.net/10365/24768.

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Ragab, Mohyeldin. "Enhancing the Performance of Crumb Rubber Modified Asphalt through Controlling the Internal Network Structure Developed." Diss., North Dakota State University, 2016. http://hdl.handle.net/10365/25735.

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Sustainability presents a pathway for future generations to have a better life. Cradle to cradle methodology is the essence of sustainability. In cradle to cradle approach, we aim to reuti-lize a given waste instead of disposing or landfilling it. Each year, millions of waste tires are dis-posed of in landfills. This poses a major challenge environmentally and economically. Environ-mentally, those tires become prone to fire hazards as well as being a place for rodents and mos-quitos to reside at. Economically, on the other hand, each tire has an average of about 50% valu-able polymers as well
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Ghavibazoo, Amir. "Characterization of Activities of Crumb Rubber in Interaction with Asphalt and its Effect on Final Properties." Diss., North Dakota State University, 2015. https://hdl.handle.net/10365/27474.

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Recycling of millions of scrap tires produced everyday is crucial challenge encountered by waste management systems. Recycling tire rubbers in form of ground tire rubber, known as crumb rubber modifier (CRM), in asphalt industry was introduced in early 1960's and is proved as an effective recycling method. Interaction between CRM and asphalt is physical in nature which happens mainly due to exchange of components between CRM and asphalt and enhances the time temperature dependant properties of asphalt. In this work, the interaction between CRM and asphalt was evaluated through monitoring the e
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Brown, Ashley Vannoy. "Cement Stabilization of Aggregate Base Materials Blended with Reclaimed Asphalt Pavement." Diss., CLICK HERE for online access, 2006. http://contentdm.lib.byu.edu/ETD/image/etd1314.pdf.

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Lucena, Maria da ConceiÃÃo Cavalcante. "Chemical and rheological characterization of an asphalt cement(AC)modified polymers." Universidade Federal do CearÃ, 2005. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=1417.

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Neste trabalho foi realizado o estudo da caracterizaÃÃo quimica e reologica do cimento asfaltico produzido recentemente no pais, oriundo de petroleo do Campo Fazenda Alegre, no estado do Espirito Santo. Para efeito de comparaÃÃo, tambem foram estudados os asfaltos da refinaria Vale do Paraiba e os estrangeiros arabe e venezuelano. Os asfaltos foram modificados por incorporaÃÃo dos polimeros SBS e EVA, e os efeitos resultantes da modificaÃÃo foram avaliados. Os parÃmetros investigados visaram a avaliaÃÃo de problemas usuais como: deformaÃÃo permanente, trincas termicas e oxidaÃÃo. Os polimeros
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Bermel, Bethany Noel. "Feasibility of reclaimed asphalt pavement as aggregate in Portland cement concrete pavement." Thesis, Montana State University, 2011. http://etd.lib.montana.edu/etd/2011/bermel/BermelB0811.pdf.

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Each year, the US highway industry produces over 100 million tons of reclaimed asphalt pavement (RAP) through the rehabilitation and construction of the nation's roads. Using RAP as aggregate in Portland cement concrete pavement (PCCP) is one attractive application for a further use of this recyclable material. Earlier research has demonstrated the feasibility of creating concrete with RAP aggregate; however, prior studies focus on mechanical properties of the material. This research project will further distinguish the properties of this material and draw conclusions on the concrete's aptness
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Books on the topic "Asphalt cement"

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Hardin, JC, ed. Physical Properties of Asphalt Cement Binders. ASTM International, 1995. http://dx.doi.org/10.1520/stp1241-eb.

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Great Britain. Contaminated Land and Liabilities Division. and Great Britain. Department of the Environment., eds. Ceramics, cement and asphalt manufacturing works. [DOE], 1996.

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1933-, Hardin John C., and American Society for Testing and Materials. Committee D-4 on Road and Paving Materials., eds. Physical properties of asphalt cement binders. ASTM, 1995.

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J, Thomas R., Burnette R, and Air and Energy Engineering Research Laboratory, eds. Evaluation of emissions from paving asphalts: Project summary. U.S. Environmental Protection Agency, Air and Energy Engineering Research Laboratory, 1994.

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Malsch, David A. Evaluating the effectiveness of liquid anti-strip additives in asphalt cement. Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with U.S. Dept. of Transportation, Federal Highway Administration, 1985.

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United States. Federal Highway Administration. and Asphalt Institute, eds. Background of SUPERPAVE asphalt binder test methods. U.S. Dept. of Transportation, Federal Highway Administration, 1994.

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Griffith, Andrew. Asphalt cement chip seals in Oregon: Construction report. Oregon Dept. of Transportation, Research Group, 2000.

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Ruenkrairergsa, Teeracharti. Stability of granitic soil mixed with asphalt cement. Dept. of Highways, Ministry of Communications, 1985.

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Dawley, Cece. Guide to the characteristics, performance and selection of paving asphalts. Transportation Association of Canada = Association des transports du Canada, 1996.

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American Association of State Highway and Transportation Officials., National Research Council (U.S.). Transportation Research Board., United States. Army. Corps of Engineers., and United States. Federal Aviation Administration., eds. Hot-mix asphalt paving handbook 2000. 2nd ed. US Army Corps of Engineers, 2000.

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Book chapters on the topic "Asphalt cement"

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Huang, Hui, Jie Chen, and Honggang Zhang. "Study on Design and Application of Ultra-Thin Cover for Noise Reduction and Skid Resistance of Old Cement Concrete Pavement." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_27.

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AbstractAccording to the comparative analysis from the whole life cycle economic cost accounting, the capital investment of preventive maintenance of old cement concrete pavement is less than that of corrective maintenance. Based on the old cement concrete pavement, the problem such as anti-sliding noise, from how to improve the driving comfort and improve the stress of the cement road panel considering structure of old cement concrete pavement preventive maintenance are discussed in this paper, recommend a kind of cement concrete pavement noise reduction against sliding type ultra-thin rubber
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Yang, Zhihao, Linbing Wang, Dongwei Cao, Rongxu Li, and Hailu Yang. "Test and Evaluation for Performance of Composite Pavement Structure." In Lecture Notes in Civil Engineering. Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_25.

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AbstractPerpetual pavement has become an important research field of highway development in China. Reasonable selection of pavement structure and ensuring the durability of the structure are one of the necessary measures to build perpetual pavements. The inverted asphalt pavement structure can not only provide high strength and good bearing capacity of semi-rigid base, but also make use of the graded crushed stones for restraining the reflection cracks of semi-rigid base. This paper presented a study on three pavement structures are, namely, a semi-rigid asphalt pavement and two inverted aspha
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Tashiro, Chuichi, and Mitsuru Ueda. "Properties of Asphalt Emulsion Concrete Using Cement Filler." In Brittle Matrix Composites 3. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_59.

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Lay, Maxwell, Metcalf John, and Sharp Kieran. "The essential paving properties of bitumen, asphalt and cement." In Paving Our Ways. CRC Press, 2020. http://dx.doi.org/10.1201/9781003056300-11.

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Trang, Nguyen Thu, Pham Van Luong, Pham Hong Quan, and Ngo Van Dai. "Cold Recycling of Reclaimed Asphalt Pavement Using Cement Admixture." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1972-3_22.

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Huang, Qin L., Chen J. Quan, Zhuang Yang, and J. Xu. "Mechanical Properties of Cement Stabilized Macadam Mixed with Emulsified Asphalt." In Proceedings of GeoShanghai 2018 International Conference: Transportation Geotechnics and Pavement Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0011-0_49.

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Hong, Jinxiang, Wei Li, and Kejin Wang. "Effects of Anionic Asphalt Emulsion on Early-Age Cement Hydration." In International Congress on Polymers in Concrete (ICPIC 2018). Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_16.

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Hoang, Nguyen Ba, Pham Van Hung, Tran Viet Khanh, and Nguyen Viet Huy. "Application of Asphalt Concrete using Limestone with Cement & Admixture." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_60.

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Zhan, W., X. Yan, Z. Hu, Y. Yu, and J. C. Wang*. "Study on nonlinear behavior of soil-cement based on CTS model." In Green and Intelligent Technologies for Sustainable and Smart Asphalt Pavements. CRC Press, 2021. http://dx.doi.org/10.1201/9781003251125-60.

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Yuan, Jiawei, Qiao Dong, Tianjie Zhang, and Xingyu Gu. "Design and Performance Evaluation of Cement Enhanced Cold Patch Asphalt Mixture." In Proceedings of GeoShanghai 2018 International Conference: Transportation Geotechnics and Pavement Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0011-0_50.

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Conference papers on the topic "Asphalt cement"

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Souza, João Paulo Marçal de, JESSICA DUARTE RIBEIRO VIEIRA, FABIANA ARAUJO MAIA, et al. "MODIFICAÇÃO DE CONCRETOS ASFÁLTICOS DRENANTES NA INDÚSTRIA DA PAVIMENTAÇÃO: UM ESTUDO BIBLIOMÉTRICO." In Anais da 49ª Reunião Anual de Pavimentação - RAPv. Even3, 2024. http://dx.doi.org/10.29327/1430212.49-60.

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Com o aumento do crescimento urbano nas últimas décadas, a expansão das áreas impermeáveis tornou-se uma consequência evidente. Nessa perspectiva, estudos recentes na área da pavimentação focaram em dispositivos para promover infiltração e retardar o escoamento superficial, como o pavimento de concreto asfáltico poroso, que facilita a drenagem sob o pavimento. Tendo em vista a importância das estratégias tecnológicas para a indústria da pavimentação, este estudo teve como objetivo a análise bibliométrica das publicações sobre novos materiais na pavimentação asfáltica drenante utilizando a base
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Liu, Zhifei, Jinxiang Hong, and Jiaping Liu. "Rheological Behavior of Fresh Cement Asphalt Mortar." In Second International Conference on Sustainable Construction Materials: Design, Performance, and Application. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412671.0005.

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Edeh, J. E., J. I. Nor, and K. J. Osinubi. "Cement Kiln Dust Stabilization of Reclaimed Asphalt Pavement." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.395.

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Diaz, Zea Mae Denise, Rosabelle Louise Caram, and Ma Brida Lea Diola. "Utilization of plastic laminates in asphalt cement mastic." In ADVANCES IN FRACTURE AND DAMAGE MECHANICS XX. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0147990.

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Li, Yunliang, Menglong He, Jiuye Zhao, et al. "Cement Asphalt Mastic Dynamic Mechanical Properties and Microstructure Research." In Transportation Research Congress 2016. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481240.012.

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Falih, Zahraa Hatif, Abbas Al-Hdabi, and Hassan Al Nageim. "Effects of polymer and nanoparticles on asphalt cement characteristics." In 2ND INTERNATIONAL CONFERENCE FOR ENGINEERING SCIENCES AND INFORMATION TECHNOLOGY (ESIT 2022): ESIT2022 Conference Proceedings. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0190387.

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Ashuri, Baabak, Mohammadilbeigi Mohammadilbeigi, Yang Hui, and Mohsen Shahandashti. "Modeling And Forecasting Fluctuations Of Asphalt Cement Price Index." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_radm-5-131.

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"RECLAIMED ASPHALT PAVEMENT AS AGGREGATE IN PORTLAND CEMENT CONCRETE." In SP-314 Eco-Efficient and Sustainable Concrete Incorporating Recycled Post-Consumer and Industrial Byproducts. American Concrete Institute, 2017. http://dx.doi.org/10.14359/51689739.

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Sun, Renjuan, Tongbo Sun, Ziqiang Feng, and Zhidong Zhou. "Research on Multigrade Asphalt Cement (MAC) Application Based on Evotherm Warm-Mixed Asphalt (EWMA) Technology." In Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784478554.006.

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Ma, Tao, Chen Chen, and Chunlei Li. "Laboratory Investigation of Recycling for Aged SBS Modified Asphalt Cement." In GeoHunan International Conference 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47623(402)17.

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Reports on the topic "Asphalt cement"

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Coulombe, S., and M. A. Poirier. Hydrocarbon-type separation of middle distillates and asphalt cement fractions. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1985. http://dx.doi.org/10.4095/302585.

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Thembeka Ncube, Ayanda, and Antonio Bobet. Use of Recycled Asphalt. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317316.

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The term Reclaimed Asphalt Pavement (RAP) is used to designate a material obtained from the removal of pavement materials. RAP is used across the US in multiple applications, largely on asphalt pavement layers. RAP can be described as a uniform granular non-plastic material, with a very low percentage of fines. It is formed by aggregate coated with a thin layer of asphalt. It is often used mixed with other granular materials. The addition of RAP to aggregates decreases the maximum dry unit weight of the mixture and decreases the optimum water content. It also increases the Resilient Modulus of
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Thompson, Marshall, and Ramez Hajj. Flexible Pavement Recycling Techniques: A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-022.

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Cold in-place recycling (CIR) involves the recycling of the asphalt portions (including hot-mix asphalt and chip, slurry, and cape seals, as well as others) of a flexible or composite pavement with asphalt emulsion or foamed asphalt as the binding agent. Full-depth reclamation (FDR) includes the recycling of the entire depth of the pavement and, in some cases, a portion of the subgrade with asphalt, cement, or lime products as binding agents. Both processes are extensively utilized in Illinois. This project reviewed CIR and FDR projects identified by the Illinois Department of Transportation (
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Thompson, Marshall, and David Lippert. Flexible Pavement Design (Full-depth Asphalt and Rubblization): A Summary of Activities. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-021.

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This report summarizes activities undertaken to support and ensure that the Illinois Department of Transportation utilizes the best demonstrated available technology for design and construction of full-depth hot-mix asphalt (HMA) pavements and HMA pavements on rubblized Portland cement concrete pavement (PCCP). To achieve this goal, the researchers reviewed pavement design and special provisions for full-depth asphalt and rubblization projects as well as full-depth asphalt and rubblization project performance via condition surveys and deflection measurements. They also modified design inputs a
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Floyd, Webster, and Andrew Ward. Mobile Runway Edge Sheave Anchor criteria in asphalt concrete pavement. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49724.

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The Mobile Runway Edge Sheave (MRES) is used in conjunction with the Mobile Aircraft Arresting System (MAAS) for setback aircraft arresting system (AAS) installations in expedient or temporary situations. There are existing criteria and tactics, techniques, and procedures (TTPs) for MRES installations on portland cement concrete (PCC) pavement and soil, but these criteria have not been developed for asphalt concrete (AC) pavements. The US Air Force Civil Engineer Center (AFCEC) tasked the US Army Engineer Research and Development Center (ERDC) to develop anchor criteria for the MRES in AC pave
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DeSantis, John, and Jeffery Roesler. Performance Evaluation of Stabilized Support Layers for Concrete Pavements. Illinois Center for Transportation, 2022. http://dx.doi.org/10.36501/0197-9191/22-003.

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A research investigation was conducted on the erosion potential of stabilized subbases under concrete pavements and asphalt layers supporting concrete overlays. Through field surveys and testing in Illinois, this project evaluated if existing concrete pavements with stabilized subbases and concrete overlays were exhibiting potential erosion of the underlying support layer. The field evaluation testing included falling weight deflectometer testing, distress surveys, coring, and ultrasonic tomography scanning. A laboratory performance test was also established using the Hamburg wheel-tracking de
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Robinson, W., Victor Garcia, Jeb Tingle, James Davis, and Nathan Bowser. Effect of fighter aircraft traffic on full-depth reclamation with thin surface layers. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49629.

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The US Army Engineer Research and Development Center (ERDC) constructed a full-scale test section to evaluate the effectiveness of different pavement surface technologies in sustaining fighter aircraft traffic. A deteriorated thin asphalt pavement was recycled utilizing full-depth reclamation (FDR) techniques with cement stabilization. Relatively thin surfacing solutions constructed with either conventional hot mix asphalt (HMA) or nontraditional surface materials were placed on the FDR layer and trafficked with a single-wheel F-15 load cart. Rutting behavior, instrumentation response, and non
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Hajj, Ramez, Nishant Garg, Jacob Doehring, Abhilash Vyas, Babak Asadi, and Yujia Lu. Using Microcapsules and Bacteria for Self-Healing in Rigid and Flexible Pavements. Illinois Center for Transportation, 2023. http://dx.doi.org/10.36501/0197-9191/23-001.

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Cracking is one of the most critical distresses experienced by pavement infrastructure. Both flexible and rigid pavement cracking allow for water intrusion, which can in turn cause freeze–thaw damage and structural issues, causing premature failure. In addition, rigid pavements suffer from corrosion of reinforcing steel, which impedes the ability of the steel to resist deformation of the surface layer. One proposed technology to mitigate such cracking is the engineering of self-healing materials in pavements that can autogenously heal damage at the microscale. However, these technologies are n
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Jayme, Angeli, Jaime Hernandez, Imad Al-Qadi, Johann Cardenas, Murryam Hafeez, and William Villamil. Impact of Heavy Commercial Electric Vehicles on Flexible Pavements. Illinois Center for Transportation, 2025. https://doi.org/10.36501/0197-9191/25-003.

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Heavy-duty electric vehicles (HDEV) pose challenges to flexible pavements. This study evaluated four Illinois pavement structures to quantify HDEV impacts on pavements. Compounding factors included increases in load and acceleration, which escalated critical strains and reduced repetitions to failure. Various distresses were considered: bottom-up cracking, shear-driven top-down cracking, and shear-driven shoving. A proposed framework is presented, which includes a new metric—e-truck adjustment factor—that enables a full truck comparison of internal combustion engine vehicles (ICs) with HDEVs.
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Wei, Fulu, Ce Wang, Xiangxi Tian, Shuo Li, and Jie Shan. Investigation of Durability and Performance of High Friction Surface Treatment. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317281.

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The Indiana Department of Transportation (INDOT) completed a total of 25 high friction surface treatment (HFST) projects across the state in 2018. This research study attempted to investigate the durability and performance of HFST in terms of its HFST-pavement system integrity and surface friction performance. Laboratory tests were conducted to determine the physical and mechanical properties of epoxy-bauxite mortar. Field inspections were carried out to identify site conditions and common early HFST distresses. Cyclic loading test and finite element method (FEM) analysis were performed to eva
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