Modifying the Viscosity Based Witczak Model and Developing Phase Angle Predictive Model for New Mexico’s Superpave Mixes
This study modifies the viscosity (η) based Witczak dynamic modulus (|E*|) predictive equation which is used in the recently developed American Association of State Highway and Transportation Officials (AASHTO)Ware pavement Mechanistic-Empirical (ME) design software. A total of 21 Superpave (SP) mixtures with different gradations and binder grades were tested for |E*| at different temperatures and frequencies of loading. Results show that the η-based Witczak model underestimates the |E*| for New Mexico’s SP mixes. Therefore, revised model is developed using regression analysis. A phase angle (ϕ) predictive model is also developed using the ϕ-values obtained during the |E*| testing. It was found that the revised η- based Witczak model determines the |E*| more accurately compared to the original η-based Witczak model.
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Supplemental Notes:
- This paper was sponsored by TRB committee AFK50 Standing Committee on Characteristics of Asphalt Paving Mixtures to Meet Structural Requirements. Alternate title: Modifying Viscosity-Based Witczak Model and Developing Phase Angle Predictive Model for New Mexico’s Superpave Mixes
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Corporate Authors:
500 Fifth Street, NW
Washington, DC United States 20001 -
Authors:
- Rahman, A S M A
- Islam, Md Rashadul
- Tarefder, Rafiqul A
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Conference:
- Transportation Research Board 95th Annual Meeting
- Location: Washington DC, United States
- Date: 2016-1-10 to 2016-1-14
- Date: 2016
Language
- English
Media Info
- Media Type: Digital/other
- Monograph Title: TRB 95th Annual Meeting Compendium of Papers
Subject/Index Terms
- TRT Terms: Asphalt concrete; Dynamic modulus of elasticity; Mathematical prediction; Regression analysis; Superpave; Viscosity
- Uncontrolled Terms: Phase angle; Predictive models; Witczak model
- Geographic Terms: New Mexico
- Subject Areas: Highways; Materials; Pavements;
Filing Info
- Accession Number: 01594473
- Record Type: Publication
- Report/Paper Numbers: 16-3180
- Files: TRIS, TRB, ATRI
- Created Date: Mar 24 2016 10:49AM