Technical Papers
May 31, 2018

Dynamic Modulus Model of Hot Mix Asphalt: Statistical Analysis Using Joint Estimation and Mixed Effects

Publication: Journal of Infrastructure Systems
Volume 24, Issue 3

Abstract

This paper presents the specification and estimation of a model for hot-mix asphalt dynamic modulus |E*| using 6,821 observations of 265 specimens from three different data sets containing variables in common such as air voids, binder content, and gradation and variables about mix characteristics and testing conditions not available in some data sets, such as confinement level, number of freeze-thaw cycles, antistripping agents, and fibers. The model parameters were estimated using joint estimation and mixed effects. Joint estimation allowed the identification of parameters from information available only in some data sets and the determination of bias parameters. It also resulted in more efficient parameter estimates derived from all data sets. The mixed-effects approach was used to account for unobserved heterogeneities between samples. Together with proper consideration of heteroskedasticity, these approaches allowed the estimation of a comprehensive model closely satisfying all regression assumptions, providing accurate values of |E*| for any combination of temperature and frequency, and accounting for different testing conditions, component materials, and mixture volumetrics. All the previous factors were found to be statistically significant and to affect dynamic modulus according to a priori expectations. This paper discusses the characteristics of the data sets, the model specification, and general statistical results.

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Acknowledgments

The financial support of the State of Hawaii Department of Transportation (HDOT)—Airports Division (Honolulu International Airport) and the University Transportation Center for Highway Pavement Preservation is greatly appreciated and acknowledged. The contents of this paper reflect the view of the writers, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the State of Hawaii Department of Transportation or the Federal Highway Administration. The contents contained herein do not constitute a standard, specification, or regulation. The authors are grateful to Mr. Gaudencio Lopez, P.E. and Oahu District Engineer, Honolulu International Airport for his support and to the National Laboratory of Materials and Structural Models (Lanamme) of the University of Costa Rica (UCR) for sharing their data.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 24Issue 3September 2018

History

Received: Jun 6, 2017
Accepted: Feb 14, 2018
Published online: May 31, 2018
Published in print: Sep 1, 2018
Discussion open until: Oct 31, 2018

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Authors

Affiliations

José Pablo Corrales-Azofeifa, Ph.D. [email protected]
Project Engineer, Jas. W. Glover, Ltd., P.O. Box 579, Honolulu, HI 96809. Email: [email protected]
Adrián Ricardo Archilla, Ph.D., A.M.ASCE https://orcid.org/0000-0001-8029-0594 [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 383, Honolulu, HI 96825 (corresponding author). ORCID: https://orcid.org/0000-0001-8029-0594. Email: [email protected]

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