Relevant bibliographies by topics / Pavement Design Pavement Performance 1993 AASHTO Guide for Pavement Structure Design

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Academic literature on the topic 'Pavement Design Pavement Performance 1993 AASHTO Guide for Pavement Structure Design'

Author: Grafiati
Published: 5 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Pavement Design Pavement Performance 1993 AASHTO Guide for Pavement Structure Design"

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Islam, Shuvo, Mustaque Hossain, Christopher A. Jones, Avishek Bose, Ryan Barrett, and Nat Velasquez. "Implementation of AASHTOWare Pavement ME Design Software for Asphalt Pavements in Kansas." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 4 (2019): 490–99. http://dx.doi.org/10.1177/0361198119835540.

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Many highway agencies are transitioning from the 1993 AASHTO pavement design guide to the AASHTOWare Pavement ME Design (PMED). Pavement performance models embedded in the PMED software need to be calibrated for new and reconstructed hot-mix asphalt (HMA) pavements. Twenty-seven newly constructed HMA pavements were used to calibrate the prediction models—twenty-one for calibration and six for validation. Local calibration for permanent deformation, top-down fatigue cracking, and the International Roughness Index (IRI) models was done using the traditional split-sample method. Comparison with t
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Hall, Kevin D., and Charles W. Schwartz. "Development of Structural Design Guidelines for Porous Asphalt Pavement." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 40 (2018): 197–206. http://dx.doi.org/10.1177/0361198118758335.

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Porous asphalt pavements allow designers to introduce more sustainability into projects and lessen their environmental impact. Current design procedures are based primarily on hydrologic considerations; comparatively little attention has been paid to their structural design aspects. As their use grows, a design procedure and representative material structural properties are needed to ensure that porous pavements do not deteriorate excessively under traffic loads. The objective of this project was to develop a simple, easy to apply design procedure for the structural design of porous asphalt pa
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Timm, David H., David E. Newcomb, and Theodore V. Galambos. "Incorporation of Reliability into Mechanistic-Empirical Pavement Design." Transportation Research Record: Journal of the Transportation Research Board 1730, no. 1 (2000): 73–80. http://dx.doi.org/10.3141/1730-09.

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Pavement thickness design traditionally has been based on empiricism. However, mechanistic-empirical (M-E) design procedures are becoming more prevalent, and there is a current effort by AASHTO to establish a nationwide M-E standard design practice. Concurrently, an M-E design procedure for flexible pavements tailored to conditions within Minnesota has been developed and is being implemented. Regardless of the design procedure type, inherent variability associated with the design input parameters will produce variable pavement performance predictions. Consequently, for a complete design proced
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Li, Ningyuan, Ralph Haas, and Wei-Chau Xie. "Investigation of Relationship Between Deterministic and Probabilistic Prediction Models in Pavement Management." Transportation Research Record: Journal of the Transportation Research Board 1592, no. 1 (1997): 70–79. http://dx.doi.org/10.3141/1592-09.

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A good pavement management system should have the capacity to predict pavement structural and functional deterioration versus age or accumulated traffic loading. Basically, there are two types of performance prediction models in pavement management: deterministic and probabilistic. Although both performance models can be used to predict pavement deterioration, the inherent relationship between the two models has not been explored. An investigation was directed to find the relationship in terms of system conversion. Some of the findings related to system conversion, including the concepts and t
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Galal, Khaled A., and Ghassan R. Chehab. "Implementing the Mechanistic–Empirical Design Guide Procedure for a Hot-Mix Asphalt–Rehabilitated Pavement in Indiana." Transportation Research Record: Journal of the Transportation Research Board 1919, no. 1 (2005): 121–33. http://dx.doi.org/10.1177/0361198105191900113.

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One of the Indiana Department of Transportation's (INDOT's) strategic goals is to improve its pavement design procedures. This goal can be accomplished by fully implementing the 2002 mechanistic–empirical (M-E) pavement design guide (M-E PDG) once it is approved by AASHTO. The release of the M-E PDG software has provided a unique opportunity for INDOT engineers to evaluate, calibrate, and validate the new M-E design process. A continuously reinforced concrete pavement on I-65 was rubblized and overlaid with a 13–in.-thick hot-mix asphalt overlay in 1994. The availability of the structural desi
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Zaghloul, Sameh, Khaled Helali, Riaz Ahmed, Zubair Ahmed, and Andris A. Jumikis. "Implementation of Reliability-Based Backcalculation Analysis." Transportation Research Record: Journal of the Transportation Research Board 1905, no. 1 (2005): 97–106. http://dx.doi.org/10.1177/0361198105190500111.

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The reliability concept provides a means of incorporating some degree of certainty into the pavement design process to ensure that the outcomes of the process will provide acceptable levels of service until the end of the intended design life. Pavement structural performance and rehabilitation design are highly dependent on the in situ layer properties. Pavement layer thickness is an essential input in backcalculation analysis performed with measured surface deflections to evaluate the in situ structural capacity of a pavement. Inaccurate thickness information may lead to significant errors in
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Carvajal, Mateo E., Murugaiyah Piratheepan, Peter E. Sebaaly, Elie Y. Hajj, and Adam J. Hand. "Structural Contribution of Cold In-Place Recycling Base Layer." CivilEng 2, no. 3 (2021): 736–46. http://dx.doi.org/10.3390/civileng2030040.

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Cold in-place recycling (CIR) of asphalt pavements is a process that has successfully been used for many years. The use of CIR for rehabilitation offers many advantages over traditional overlays due to its excellent resistance to reflective cracking and its environmentally friendly impacts. Despite the good performance and positive sustainability aspects of CIR, the structural contribution of the CIR base layer has not been well defined. In this research, CIR mixtures were designed with different asphalt emulsions. The mixtures were then subjected to dynamic modulus, repeated load triaxial, an
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Habbouche, Jhony, Elie Y. Hajj, Peter E. Sebaaly, and Adam J. Hand. "Fatigue-Based Structural Layer Coefficient of High Polymer-Modified Asphalt Mixtures." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 3 (2020): 232–47. http://dx.doi.org/10.1177/0361198120909109.

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Florida Department of Transportation uses the 1993 AASHTO guide to conduct new and rehabilitation designs for all the state’s flexible pavements. Based on previous experience, a structural layer coefficient of 0.44 was found to be well representative of the department’s conventional polymer-modified (PMA) asphalt concrete (AC) mixtures. If the positive impact of the polymer on the layer is assumed to be maintained at higher contents, then the use of high polymer-modified (HP) asphalt binder may lead to a higher AC structural layer coefficient and a reduced AC layer thickness for the same desig
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M. O. Mohamed Elsaid, Esra, and Awad M. Mohamed. "Flexible Pavement Design Suitable for Sudan." FES Journal of Engineering Sciences 9, no. 3 (2021): 127–34. http://dx.doi.org/10.52981/fjes.v9i3.706.

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Pavement design is the process of calculation the thickness of pavement layers which can withstand the expected traffic load over the design life without deteriorating. In another word, it is providing a pavement structure in which stresses on the subgrade are reduced to the acceptable magnitude. Highways in Sudan deteriorate in the first years of construction due to many reasons including the deficiency in pavement design. This research aims to minimize the probability of roads failure by selecting the appropriate pavement design method for Sudan based on the performance evaluation of each me
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Behnam, Maliheh, Hedyeh Khojasteh, Mir mohammad Seyyed Hashemi, and Mehdi Javid. "Investigation causes of pavement structure failure using new AASHTO mechanistic-empirical procedures for optimization roads performance in different climatic condition of Iran." Environment Conservation Journal 16, SE (2015): 659–70. http://dx.doi.org/10.36953/ecj.2015.se1677.

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 In recent years, procedure of AASHTO (American Association State Highway and Transportation Officials) Guide for Design of Pavement Structures distanced from first empirical procedure and advanced toward mechanistic-empirical procedures. “Guide for Mechanistic-Empirical Design of New and Rehabilitated Pavement Structures” in 2004 and its attached software M-EPDG is the result of this new procedure that AASHTO presented it through projects NCHRP 1-37 A and NCHRP 1-40 B with cooperation of NCHRP (National Cooperative Highway Research Program) and FHWA (Federal Highway Administrati
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Conference papers on the topic "Pavement Design Pavement Performance 1993 AASHTO Guide for Pavement Structure Design"

1

Zeiada, Waleed, Sham Mirou, Ayat Ashour, Reem Hassan, and Muamer Abuzwidah. "Development of Climate Data Inputs Towards the Implementation of Mechanistic-Empirical Pavement Design in the UAE." In The 2nd International Conference on Civil Infrastructure and Construction. Qatar University Press, 2023. http://dx.doi.org/10.29117/cic.2023.0166.

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The current state of practice in the UAE is to use AASHTO 1993 for pavement designs, yet this method is empirical and has several limitations. The local traffic characteristics, climate conditions, and materials properties must be incorporated in more explicit and mechanistic ways. This study is part of ongoing local research efforts to move towards the implementation of the Mechanistic-Empirical Pavement Design Guide, known as MEPDG, which depends on fundamental material properties, integrated climate conditions, and real traffic characteristics. The main objective of this study is to develop
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