Relevant bibliographies by topics / Asphalt overlays

Contents

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

Academic literature on the topic 'Asphalt overlays'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Asphalt overlays"

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Hall, Kathleen T., Carlos E. Correa, and Amy L. Simpson. "Performance of Flexible Pavement Rehabilitation Treatments in the Long-Term Pavement Performance SPS-5 Experiment." Transportation Research Record: Journal of the Transportation Research Board 1823, no. 1 (2003): 93–101. http://dx.doi.org/10.3141/1823-11.

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The results of a study conducted to assess the relative performance of different flexible pavement rehabilitation treatments, including the influence of pretreatment condition and other factors, are presented. The data used in the study were drawn from the Long-Term Pavement Performance Studies' Specific Pavement Study (SPS) SPS-5 and General Pavement Study (GPS) GPS-6B experiments. The rehabilitation treatments used in the SPS-5 experiment are 2- and 5-in. overlays with virgin or recycled asphalt concrete mixes with or without preoverlay milling. Overlay thickness and preoverlay roughness lev
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Azari, Hoda, and Shibin Lin. "Evaluation of the Impact Echo Method for Concrete Bridge Decks with Asphalt Overlays." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 2 (2019): 436–44. http://dx.doi.org/10.1177/0361198119828676.

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Asphalt overlays have been commonly used to extend the service life of deteriorated concrete bridge decks. Nonlinear, viscoelastic asphalt has properties that differ considerably from the properties of the underlying portland cement concrete (PCC) deck. The impact echo (IE) method has been extensively used to nondestructively evaluate PCC structures. The method, however, performs differently on asphalt overlays, especially when a membrane is placed between the overlay and the deck. The general recommendation has been to perform IE tests on asphalt overlays in cold weather. The temperature rang
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Fernando, Emmanuel G. "Applicability of New Flexible Pavement Smoothness Specification for Asphalt Overlays." Transportation Research Record: Journal of the Transportation Research Board 1575, no. 1 (1997): 18–24. http://dx.doi.org/10.3141/1575-03.

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The Texas Department of Transportation plans to implement smoothness specifications based on profilograph testing for all asphalt concrete paving projects as part of its construction quality control/quality assurance program. Smoothness specifications have been developed for newly constructed asphalt and portland cement concrete pavements. In a move to develop a similar specification for asphalt concrete overlays, the Texas Transportation Institute was asked to evaluate the applicability of the existing flexible pavement smoothness specifications for the quality control and quality assurance o
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Yang, Bin, Qin Shou Huang, Xin Wang Qiu, and Hua Xu. "Dynamic Response Analysis of Stress Intensity Factors of Reflective Cracking in Asphalt Overlay Suffer Wheel Load." Advanced Materials Research 217-218 (March 2011): 187–90. http://dx.doi.org/10.4028/www.scientific.net/amr.217-218.187.

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Partial wheel loading of the existing old cement concrete pavement joint will easily causes shear-type reflective cracking of asphalt overlay, which will cut down the service life of the pavement. This paper conducts an research on the changing rules of stress intensity factors of reflective cracking in asphalt overlay suffer dynamic loads. Choose 3 asphalt overlays with typical reflective cracking extend length of 1cm, 4cm and 8cm to investigate the impacts of parametric variation of vehicle speed, asphalt overlays thickness and modulus and stress absorbing layer on stress intensity factors o
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Joel Sprague, C., Sam Allen, and William Tribbett. "Tensile Properties of Asphalt Overlay Geosynthetic Reinforcement." Transportation Research Record: Journal of the Transportation Research Board 1611, no. 1 (1998): 65–69. http://dx.doi.org/10.3141/1611-08.

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Paving fabrics have been used for many years to retard reflective cracking and to enhance waterproofing in asphalt overlays. More recently, higher-strength geosynthetics have been incorporated into asphalt overlays to provide an even higher level of crack retardation and, in some cases, waterproofing. The mechanisms that lead to the enhanced performance of reinforced overlays have been described and quantified, demonstrating that the tensile stiffness added by the reinforcement allows the crack energy to be intercepted and reoriented horizontally. Therefore, it is important to better define an
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Gaspar, Matheus S., Kamilla L. Vasconcelos, Amanda H. M. da Silva, and Liedi L. B. Bernucci. "Highly Modified Asphalt Binder for Asphalt Crack Relief Mix." Transportation Research Record: Journal of the Transportation Research Board 2630, no. 1 (2017): 110–17. http://dx.doi.org/10.3141/2630-14.

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Reflective cracking is a common issue with respect to rehabilitated asphalt pavements, especially when the rehabilitation is done by applying a hot-mix asphalt overlay on the existing damaged pavement. Several approaches can be adopted to delay reflective cracking. They include an increase of the overlay thickness and the use of a stress relief asphalt mixture (SRAM), which is a fine-graded, flexible, and thin asphalt interlayer. Because the efficiency of a SRAM is highly related to the properties of the asphalt binder used in the mixture, it is of interest to use a highly modified asphalt (Hi
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Arudi, Rajagopal S., Issam Minkarah, Krishna Kandula, and Archana Gosain. "Performance Evaluation of Asphalt Overlays on Broken and Seated Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board 1543, no. 1 (1996): 55–62. http://dx.doi.org/10.1177/0361198196154300107.

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Evaluating the effectiveness of breaking and seating concrete pavements prior to asphalt overlay is a subject of great importance for pavement rehabilitation. A number of studies reported that breaking and seating delayed reflection cracking, but some indicated that, after 4 to 5 years, the cracking of the asphalt overlays on broken and seated sections increased and was about the same as in the other sections. Structural analysis of these pavements confirmed a significant loss of structural support. A controlled experimental project in Ohio investigated the effectiveness of breaking and seatin
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Tutka, P., R. Nagórski, P. Radziszewski, M. Sarnowski, and M. Złotowska. "Durability of concrete pavement strengthened with asphalt layer with FRP fibres." Archives of Civil Engineering 64, no. 3 (2018): 81–97. http://dx.doi.org/10.2478/ace-2018-0031.

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SummaryPavements made of cement concrete, used for road constructions, are damaged during use. This applies to both the pavements of rural and forest roads with very low traffic loads, as well as road pavements with high traffic loads. One of the most effective ways of repairing damaged concrete cement pavements is through placing an asphalt overlay on a concrete slab. In order to increase the fatigue life of the asphalt overlay, asphalt mixtures are modified with fibres. One technological solution is to use FRP (Fiber Reinforced Polymer), an innovative material with improved properties. The a
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McGhee, Kevin K. "Measuring Smoothness of Virginia’s Asphalt Overlays." Transportation Research Record: Journal of the Transportation Research Board 1712, no. 1 (2000): 86–92. http://dx.doi.org/10.3141/1712-11.

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In the summer of 1996 the Virginia Department of Transportation (VDOT) initiated the pilot of a new special provision regarding the smoothness of asphalt pavement surfaces. This special provision is based on the international roughness index (IRI) and is administered with a laser-equipped South Dakota–style inertial road profiler. A critical assessment of the nontraditional equipment and methods used to administer the special provision is provided. Issues addressed in the critique include provision exemptions, the ability to identify and contend with construction variability, and peculiarities
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Cülfik, Mehmet Sait, and Yetkin Yildirim. "Performance of thin asphalt concrete overlays." Proceedings of the Institution of Civil Engineers - Transport 166, no. 4 (2013): 214–21. http://dx.doi.org/10.1680/tran.12.00023.

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Dissertations / Theses on the topic "Asphalt overlays"

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Sanders, Paul John. "Reinforced asphalt overlays for pavements." Thesis, University of Nottingham, 2001. http://eprints.nottingham.ac.uk/12221/.

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The maintenance of road pavements in England has become a costly necessity, due largely to the large volume of commercial vehicles using the roads which cause pavements to deteriorate quickly, and makes their repair more difficult to carry out. These roadworks incur not only direct works costs, but also indirect costs from factors such as congestion, motor accidents and pollution. There is obviously a need for cost-effective maintenance that minimises the occurrence and duration of these disruptions. To strengthen pavements bituminous overlays are often used, but may crack prematurely when pla
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Correia, Natália de Souza. "Performance of flexible pavements enhanced using geogrid-reinforced asphalt overlays." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-05032015-100057/.

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The study of innovative pavements is of significant importance in geotechnical engineering in Brazil, due to the continued need to increase the network of roadways. This requires optimized projects, not only for economic, but also for technical reasons. Technical solutions that use geosynthetics in asphalt overlays have been identified to minimize fatigue and reflective cracks. However, the majority of the application of this technology has ignored the possible additional structural benefits brought by the inclusion of geosynthetics as reinforcement in asphalt layers. The objective of this res
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Butler, Mark J. "Field Evaluation of Asphalt Overlays on State Route 30 in Northern Utah." Diss., CLICK HERE for online access, 2010. http://contentdm.lib.byu.edu/ETD/image/etd3539.pdf.

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Morian, Nathaniel E. "Effect of geotextile fabrics on reflective cracking of hot mix asphalt overlays in Washoe County, Nevada." abstract and full text PDF (free order & download UNR users only), 2007. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1442863.

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Sumsion, Eric Scott. "Condition Assessment of Decommissioned Bridge Decks Treated with Waterproofing Membranes and Asphalt Overlays." BYU ScholarsArchive, 2013. https://scholarsarchive.byu.edu/etd/4009.

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The objective of this research was to assess the condition of four decommissioned bridge decks treated with waterproofing membranes and asphalt overlays following the completion of their service lives. Large samples were cut from each of the bridge decks immediately prior to demolition and taken to the Brigham Young University Highway Materials Laboratory, where extensive sampling and testing was performed. Methods used to evaluate the condition of the bridge deck samples included visual inspection, hammer sounding, Schmidt rebound hammer testing, resistivity testing, half-cell potential testi
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Haramis, John Emmanuel II. "Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/36954.

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Two different asphalt concrete systems were examined in this research study. The existing system, consistent with current timber bridge construction practice, uses a preformed waterproofing membrane placed on a preservative treated wood deck overlaid with a bituminous concrete wearing surface. The second system consists of a treated wood deck overlaid with a base course of bituminous concrete, a waterproofing membrane, and a bituminous concrete wearing surface.<P> The testing regime used in this research to evaluate watertightness and bond performance incorporated three parameters: three wa
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Maherinia, Hamid. "Development of the Strategy to Select optimum Reflective Cracking Mitigation Methods for the Hot-Mix Asphalt Overlays in Florida." Master's thesis, University of Central Florida, 2013. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5985.

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Hot Mix Asphalt (HMA) overlay is a major rehabilitation treatment for the existing deteriorated pavements (both flexible and rigid pavements). Reflective cracking (RC) is the most common distress type appearing in the HMA overlays which structurally and functionally degrades the whole pavement structure, especially under high traffic volume. Although many studies have been conducted to identify the best performing RC mitigation technique, the level of success varies from premature failure to good performance in the field. In Florida, Asphalt Rubber Membrane Interlayers (ARMIs) have been used
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Salado, Martinez Freddie Antonio. "Assessment of Fracture Resistance of Asphalt Overlays through Heavy Vehicle Simulator and Laboratory Testing: Synthetic Fiber and Rubber Modified SMA Mixes." Diss., Virginia Tech, 2020. http://hdl.handle.net/10919/98576.

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Road administrators have to make decisions regarding the maintenance and rehabilitation of many existing jointed Portland Cement Concrete (PCC) pavements in the road network. Since these pavements are in general expensive to rehabilitate, agencies often opt for overlaying the deteriorated PCC pavement with Hot Mix Asphalt (HMA), resulting in a composite pavement. Unfortunately, the tensile stresses and strains at the bottom of the overlay developed from the movement of the joints, which are caused by the traffic and the changes in temperature, will create cracks on the surface known as reflect
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Wickboldt, Viviane e. Silva. "Ensaios acelerados de pavimentos para avaliação de desempenho de recapeamentos asfálticos." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2005. http://hdl.handle.net/10183/7642.

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Esta dissertação apresenta uma avaliação da eficiência de um recapeamento constituído por mistura de asfalto-borracha (processo via-úmida), no retardamento de reflexão de trincas, através da técnica de ensaios acelerados. Para a realização do estudo foi construído um pavimento experimental com camada final de terraplenagem de argila arenosa de comportamento laterítico (50 cm), base de brita graduada (30 cm), camada de concreto asfáltico trincado (4 cm) e camada de recapeamento em asfalto-borracha (5 cm). O simulador de tráfego DAER/UFRGS aplicou aproximadamente 513.000 ciclos de carga de eixo
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Thomas, Jeremiah. "Investigation of aged hot-mix asphalt pavement moduli." Thesis, Kansas State University, 2011. http://hdl.handle.net/2097/12015.

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Master of Science<br>Department of Civil Engineering<br>Mustaque A. Hossain<br>Over the lifetime of an asphalt concrete (AC) pavement, the roadway requires periodic resurfacing and rehabilitation to provide acceptable performance. The most popular resurfacing method is an asphalt overlay over the existing roadway. In the design of asphalt overlays, the thickness is related to the structural capacity of the existing pavement. As the layers are overlaid, their structural characteristics change due to aging of asphalt. However, currently there is no method to determine the effect of aging on
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Books on the topic "Asphalt overlays"

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Watson, Donald E., and Michael Heitzman. Thin Asphalt Concrete Overlays. Transportation Research Board, 2014. http://dx.doi.org/10.17226/22337.

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Barksdale, Richard D. Fabrics in asphalt overlays and pavement maintenance. Transportation Research Board, National Research Council, 1991.

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Bramer, Thomas F. Van. Performance of two rubber-modified asphalt-concrete overlays: A three-year progress report. Engineering Research and Development Bureau, New York State Dept. of Transportation, 1992.

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Lytton, Robert L. Models for predicting reflection cracking of hot-mix asphalt overlays. Transportation Research Board, 2010.

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Zhou, Fujie, Robert L. Lytton, Sheng Hu, Rong Luo, Fang-Ling Tsai, and Sang Ick Lee. Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays. National Academies Press, 2010. http://dx.doi.org/10.17226/14410.

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Cominsky, Ronald J. The superpave mix design manual for new constructon and overlays. Strategic Highway Research Program, 1994.

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Ramia, Anthony P. Evaluation of rutting in Nova Scotia's special "B" asphalt concrete overlays. Canadian Strategic Highway Research Program, Transportation Association of Canada, 1995.

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Anderson, Keith W. Rubber-asphalt pavements in the State of Washington: Special technical paper. The Dept., 1992.

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Buttlar, William G. Evaluation of reflective crack control policy. Illinois Transportation Research Center, 1999.

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Kurlanda, Marian Henryk. Predicting roughness progression of asphalt overlays: Joint C-SHRP/Alberta Bayesian application. Canadian Strategic Highway Research Program, Transportation Association of Canada, 1995.

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Book chapters on the topic "Asphalt overlays"

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Leiva-Padilla, Paulina, Luis Loria-Salazar, Jose Aguiar-Moya, and Fabricio Leiva-Villacorta. "Reflective Cracking in Asphalt Overlays Reinforced with Geotextiles." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_31.

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Mateos, Angel, John Harvey, Julio Paniagua, Fabian Paniagua, and Angela Fan. "Role of Concrete-Asphalt Interface in Bonded Concrete Overlays of Asphalt Pavements." In RILEM Bookseries. Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_68.

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Vinay Kumar, V., and Sireesh Saride. "Flexural and Shear Characterization of Geosynthetic Reinforced Asphalt Overlays." In Sustainable Civil Infrastructures. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01944-0_9.

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Bastola, Nitish R., Mena I. Souliman, Ashish Tripathi, and Alexander Pearson. "Mechanistic Performance Analysis of Fiber-Reinforced Asphalt Pavement Overlays." In Finding Solutions of the 21st Century Transportation Problems Through Research and Innovations. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79638-9_7.

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Vinay Kumar, V., and Sireesh Saride. "Influence of Crack Depth on Performance of Geosynthetic-Reinforced Asphalt Overlays." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6713-7_15.

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Shiyamalaa, S., and K. Rajagopal. "Assessment of Bond Strength on Geosynthetic Interlayered Asphalt Overlays Using FEM." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-0890-5_19.

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Bayraktarova, K., M. Dimitrov, B. Hofko, and L. Eberhardsteiner. "Behaviour of the Interface Bonding Between Asphalt Overlays and Rigid Pavements." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-48679-2_68.

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Shatnawi, Shakir, Jorge Pais, and Manuel Minhoto. "Asphalt Rubber Interlayer Benefits in Minimizing Reflective Cracking of Overlays over Rigid Pavements." In 7th RILEM International Conference on Cracking in Pavements. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_110.

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dos Reis, Henrique L. M., and Matthew D. Baright. "Inspection of Concrete Bridge Decks With Asphalt Overlays — a Comparison of Nondestructive Evaluation Methods." In Review of Progress in Quantitative Nondestructive Evaluation. Springer US, 1999. http://dx.doi.org/10.1007/978-1-4615-4791-4_274.

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Solaimanian, Mansour, Ghassan Chehab, and Marcelo Medeiros. "Evaluating Resistance of Hot Mix Asphalt Overlays to Reflective Cracking Using Geocomposites and Accelerated Loading." In The Roles of Accelerated Pavement Testing in Pavement Sustainability. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-42797-3_26.

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Conference papers on the topic "Asphalt overlays"

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Jung, Galadriel A., Jeffrey S. Russell, Robert L. Schmitt, and Awad S. Hanna. "Inspection Tasks for Hot Mix Asphalt Overlays." In Construction Congress VI. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40475(278)40.

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Vinay Kumar, V., Sireesh Saride, and Pranav R. T. Peddinti. "Interfacial Shear Properties of Geosynthetic Interlayered Asphalt Overlays." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.046.

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Zaniewski, John P., Seth F. Knihtila, and Hadi N. Rashidi. "Evaluation of the Bond Strength of Asphalt Overlays." In Airfield and Highway Pavements 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479216.017.

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Baxter, Jared S., W. Spencer Guthrie, Tenli Waters, Jeffrey D. Barton, and Brian A. Mazzeo. "Vertical electrical impedance evaluation of asphalt overlays on concrete bridge decks." In 44TH ANNUAL REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION, VOLUME 37. Author(s), 2018. http://dx.doi.org/10.1063/1.5031534.

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Perera, Rohan W. "Reduction in Roughness Due to Asphalt Concrete Overlays Placed on Flexible Pavements." In International Airfield and Highway Pavements Conference 2019. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482452.043.

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Habbouche, Jhony, Ilker Boz, Brian K. Diefenderfer, and Sayed Adel. "Field Performance Evaluation of Pavement Sections with High Polymer-Modified Asphalt Concrete Overlays." In International Airfield and Highway Pavements Conference 2021. American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483503.020.

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Mwanza, Aaron D., Peiwen Hao, Mundia Muya, Roza Malunga, Sang Ick Lee, and Lubinda F. Walubita. "Evaluation of Permanent Deformation in Asphalt Overlays Using Default Finite Element Tools in ABAQUS." In Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784478462.008.

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Mousa, Momen R., and Mostafa A. Elseifi. "Prediction of Field Performance of Asphalt Concrete Overlays in Louisiana Using a Tree-Based Algorithm." In Tran-SET 2020. American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483305.006.

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Mousa, Momen R., and Mostafa A. Elseifi. "Optimal Application Timing and Cost Effectiveness of Crack Sealing in Asphalt Concrete Overlays in Louisiana." In Tran-SET 2020. American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483305.005.

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Yuan, Jie, Long Wang, Jian-Ming Ling, and Yong Luo. "Study on the Performance Deterioration of Asphalt Overlays on Rigid Runway Pavement- Case Study at Shanghai Hongqiao International Airport." In International Symposium of Climatic Effects on Pavement and Geotechnical Infrastructure 2013. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413326.019.

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Reports on the topic "Asphalt overlays"

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Lane, Lerose, R. Gary Hicks, DingXin Cheng, and Erik Updyke. Manual for Thin Asphalt Overlays. Mineta Transportation Institute, 2020. http://dx.doi.org/10.31979/mti.2020.1906.

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This manual presents best practices on project selection, mix design, and construction to ensure a superior product when constructing thin asphalt overlays. Experience shows these treatments provide excellent performance when placed on pavements in fair to good condition using proper construction techniques. Though sometime referred to by other names, thin asphalt overlays have been widely used for pavement preservation throughout the world for over 50 years. Limited infrastructure funding at the local, state, and federal levels has resulted in greater emphasis on the use of pavement preservat
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Al-Qadi, Imad, David Lippert, Shenghua Wu, et al. Utilizing Lab Tests To Predict Asphalt Concrete Overlay Performance. Illinois Center for Transportation, 2017. http://dx.doi.org/10.36501/0197-9191/17-026.

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Rajan, Sudarshan, and J. Olek. Concrete Overlay as a Rehabilitation Option for Distressed Asphalt Pavements. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313160.

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Pumphrey, Norman, and Thomas White. Development of Asphaltic Concrete Overlay Design Procedure for Rigid Pavements in Indiana. Purdue University, 1989. http://dx.doi.org/10.5703/1288284314173.

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Pumphrey, Norman, and Thomas White. Development of Asphaltic Concrete Overlay Design Procedure for Rigid Pavements in Indiana : Executive Summary. Purdue University, 1989. http://dx.doi.org/10.5703/1288284314613.

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Lippert, David, Marshall Thompson, and Charles Wienrank. Performance of Interstate Rubblization in Illinois. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-005.

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In Illinois, hot-mix asphalt overlaid concrete pavements typically exhibit reflective cracking of joints and cracks from the pavement below, resulting in shortened life and maintenance issues. Over the years, various patching, fabric, and crack and seat techniques were attempted with few positive results. This led to more aggressive techniques to eliminate the slab action of the concrete pavement where the pavement would be broken or rubblized into pieces typically less than 12 inches. Since the first rubblizing project in 1990, policy, procedures, and specifications have evolved to the point
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