Sensitivity of the Flow Number to Mix Factors of Hot-Mix Asphalt

Author:

Islam Md Rashadul,Kalevela Sylvester A.,Nesselhauf Shelby K.

Abstract

In the design of pavement infrastructure, the flow number is used to determine the suitability of a hot-mix asphalt mixture (HMA) to resist permanent deformation when used in flexible pavement. This study investigates the sensitivity of the flow numbers to the mix factors of eleven categories of HMAs used in flexible pavements. A total of 105 specimens were studied for these eleven categories of HMAs. For each category of asphalt mixture, the variations in flow number for different contractors, binder types, effective binder contents, air voids, voids in mineral aggregates, voids filled with asphalt, and asphalt contents were assessed statistically. The results show that the flow numbers for different types of HMA used in Colorado vary from 47 to 2272. The same mix may have statistically different flow numbers, regardless of the contractor. The flow number increases with increasing effective binder content, air voids, voids in mineral aggregates, voids filled with asphalt, and asphalt content in the study range of these parameters.

Funder

Colorado Department of Transportation (CDOT)

Publisher

MDPI AG

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Predicted E* dynamic moduli of the Arizona mixes using asphalt binders placed over a 25-year period

2. Standard Method of Test for Determining the Dynamic Modulus and Flow Number for Asphalt Mixtures Using the Asphalt Mixture Performance Tester (AMPT),2015

3. Evaluation of Triaxial Strength as a Simple Test for Asphalt Concrete Rut Resistance;Christensen,2000

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