Performance-Graded Specifications for Asphalt Emulsions Used in Chip Seal Preservation Treatments

Author:

Adams Javon1,Ilias Mohammad2,Castorena Cassie3,Kim Y. Richard3

Affiliation:

1. College of Engineering, Office of Academic Affairs, North Carolina State University, Raleigh, NC

2. Fugro Roadware, Inc., Austin, TX

3. Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Raleigh, NC

Abstract

This paper details the development of a framework for emulsion performance-grade (EPG) specifications for chip seal treatments. Chip seals are preservation surface treatments that are designed to improve the condition of the pavement surface while mitigating deterioration of the overall pavement structure. Asphalt emulsions used in chip seals often are selected based on factors that are not necessarily related to performance. Aggregate loss and bleeding have been identified as the most critical chip seal distresses that are related to binder performance. Storage stability, sprayability, and drain-out have been determined to be the most critical constructability concerns. For this study, binder and mixture test methods were identified to reflect the failure mechanisms for each critical distress type. The emulsion residue test methods that were identified to capture chip seal performance are the multiple stress creep and recovery test for bleeding and the dynamic shear rheometer frequency sweep test for low-temperature aggregate loss. The fresh emulsion test methods that were identified to capture chip seal constructability are the three-step shear test and storage stability test. The proposed EPG specifications for the fresh emulsion properties that are related to constructability were developed using statistical analysis of the binder test results. The proposed EPG specifications for the residual binder properties were developed by defining the temperature-independent relationships between the emulsion residue properties and mixture performance that correspond to each critical distress. Preliminary specification limits were then established based on the values of the binder properties that correspond to the critical mixture performance thresholds.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference22 articles.

1. Walubita L., Epps-Martin A., Glover C. J. A Surface Performance Graded (SPG) Specification for Surface Treatment Binders: Development and Initial Validation. Publication FHWA-TX-05/1710-2. FHWA, US Department of Transportation, 2005, pp. 26–47.

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