Effectiveness of dominant aggregate size range – interstitial component criteria for consistently enhanced cracking performance of asphalt mixtures in the field

Author:

Chun Sanghyun11,Kim Kukjoo11

Affiliation:

1. Engineering School of Sustainable Infrastructure and Environment, University of Florida, 365 Weil Hall P.O. Box 116580, Gainesville, FL 32611, USA.

Abstract

This study primarily focused on evaluating the effectiveness of dominant aggregate size range – interstitial component (DASR-IC) criteria established for the purpose of asphalt mixture design and construction specifications leading to better and consistently enhanced field cracking performance using the enhanced hot-mix asphalt fracture mechanics-based performance prediction model (HMA-FM-E model) plus field performance evaluation. Results indicated that the mixtures meeting all DASR-IC criteria, including DASR porosity, disruption factor (DF), effective film thickness (EFT), and fine aggregate ratio (FAR), will have relatively better and consistently enhanced field cracking performance. The mixtures not meeting all DASR-IC criteria show inconsistent field cracking performance, including either cracked or uncracked status. Thereby, it is important to design asphalt mixtures that meet all DASR-IC criteria. The DASR-IC criteria were found to be effective and their implementation will help ensure consistently enhanced cracking performance in the field.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference13 articles.

1. Predictive relationships for HMA fracture properties based on mixture component characteristics

2. Guarin, A. 2009. Interstitial component characterization to evaluate asphalt mixture performance. Ph.D. dissertation, Department of Civil Engineering, The University of Florida, Gainesville, FL.

3. Coarse- Versus Fine-Graded Superpave Mixtures: Comparative Evaluation of Resistance to Rutting

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