Implementation of Semi-Circular Bend (SCB) Test for QC/QA of Asphalt Mixtures
The objective of this study is to develop a specification for the implementation of the semi-circular bend (SCB) test in the field quality control/quality assurance (QC/QA) phases of production and construction of asphalt mixtures. A scaling factor will be developed to predict the LTA SCB Jc values from plant-produced unconditioned SCB Jc. In this process, the research team expects to explore and obtain a scaling model for Jc, a relationship between Jc and the aging state of the mixture that is traced by a set of rheological and chemical aging indices. To achieve the objective of this study, a minimum of 15 field projects throughout the State with a good plant record of mixture consistency will be identified and selected. The selected projects are expected to encompass a range of material types (virgin and recycled; modified and unmodified asphalt binders, limestone and gravel, etc.) and volumetrics. The plant-produced loose mixtures as well as extracted cores from field compacted layers will be collected and evaluated in this study. The Laboratory Compacted (LC) and Field Compacted (FC) samples will be conditioned to obtain a series of progressive aging intensities and then evaluated using the SCB test; Table 1. For each mixture (both LC and FC) with each aging condition, the asphalt binder will be extracted and evaluated with respect to its rheological and chemical characteristics. The rheological binder testing under consideration includes performance grading, frequency sweep at multiple temperatures, Multiple Stress Creep and Recovery (MSCR), and Linear Amplitude Sweep (LAS) tests. The chemical evaluation is aimed to examine the shift of molecular components because of progressive aging using Gel Permeation Chromatography (GPC) and Saturate, Aromatic, Resin and Asphaltene (SARA) analysis, and changes in the functional group through Fourrier Transform Infrared (FTIR) spectroscopy technique. Table 1 presents the candidate-testing matrix for each mixture and extracted binder.
Language
- English
Project
- Status: Active
- Funding: $474347
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Contract Numbers:
19-4B
1000321
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Sponsor Organizations:
Federal Highway Administration
5304 Flanders Drive, Suite A
Baton Rouge, LA United States 70808 -
Managing Organizations:
Louisiana Department of Transportation
P.O. Box 94245
1201 Capitol Access Road
Baton Rouge, LA United States 70804-9245Louisiana Transportation Research Center
4101 Gourrier Avenue
Baton Rouge, LA United States 70808 -
Project Managers:
Cooper, Samuel
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Performing Organizations:
Louisiana Transportation Research Center
4101 Gourrier Avenue
Baton Rouge, LA United States 70808 -
Principal Investigators:
Mohammad, Louay
- Start Date: 20190501
- Expected Completion Date: 20230630
- Actual Completion Date: 0
Subject/Index Terms
- TRT Terms: Aging (Materials); Asphalt mixtures; Bend tests; Field studies; Quality assurance; Quality control; Rheological properties; Specifications; Spectroscopic analysis
- Subject Areas: Highways; Materials;
Filing Info
- Accession Number: 01708014
- Record Type: Research project
- Source Agency: Louisiana Transportation Research Center
- Contract Numbers: 19-4B, 1000321
- Files: RIP, STATEDOT
- Created Date: Jun 18 2019 12:20PM