U.S. Department of Transportation
Federal Highway Administration
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Washington, DC 20590
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Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations
Report |
This report is an archived publication and may contain dated technical, contact, and link information |
Publication Number: FHWA-HRT-21-057 Date: May 2021 |
Publication Number: FHWA-HRT-21-057 Date: May 2021 |
PDF Version (3.88 MB)
1. Report No. FHWA-HRT-21-057 |
2. Government Accession No. | 3. Recipient’s Catalog No. | ||||
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4. Title and Subtitle Ruggedness and Interlaboratory Studies for Asphalt Mixture Performance Tester (AMPT) Cyclic Fatigue Test: Phase I Report |
5. Report Date May 2021 |
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6. Performing Organization Code | ||||||
7. Author(s) Cassie Castorena (ORCID: 0000-0002-5915-0084), B. Shane Underwood (ORCID: 0000-0002-7223-3968), Y. Richard Kim (ORCID: 0000-0003-3295-977X), Kangjin Lee (ORCID: 0000-0003-3458-0747), Nam Tran (ORCID: 0000-0001-8183-4741), and Adam Taylor |
8. Performing Organization Report No. |
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9. Performing Organization Name and Address Weris, Inc. North Carolina State University Department of Civil, Construction, and Environmental Engineering Campus Box 7908 Raleigh, NC 27695 |
10. Work Unit No. | |||||
11. Contract or Grant No. DTFH6117C00037 |
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12. Sponsoring Agency Name and Address Office of Infrastructure Research and Development Federal Highway Administration 6300 Georgetown Pike McLean, VA 22101 |
13. Type of Report and Period Covered Phase Ⅰ Report; September 2017–April 2020 |
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14. Sponsoring Agency Code HRDI-10 |
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15. Supplementary Notes The Contracting Officer's Representative is David J. Mensching, Ph.D., P.E. (HRDI-10). |
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16. Abstract This report highlights findings from Phase I of a project designed to evaluate the ruggedness of the standards for cyclic fatigue testing using an Asphalt Mixture Performance Tester (AMPT). These standards include AASHTO TP 107-18 and 133-19, which are applicable to 100-mm diameter and 38-mm diameter test specimens, respectively. The ruggedness evaluation conducted adheres to the requirements of ASTM E1169-14 and integrates ASTM C1067-12 recommendations, which are specifically for construction materials. The experimental factors evaluated included air-void content, specimen height, diameter difference between loading platen and specimen, loading-platen parallelism, rest period between the dynamic modulus fingerprint and cyclic fatigue test, strain level, and temperature. Based on the outcomes of this experiment and several supplementary studies, changes to the AASHTO TP 107-18 and TP 133-19 protocols were proposed. |
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17. Key Words Cyclic fatigue testing, Asphalt Mixture Performance Tester, AMPT, asphalt mixture, ruggedness evaluation, asphalt mixture performance testing standards. |
18. Distribution Statement No restrictions. This document is available to the public through the National Technical Information Service, Springfield, VA 22161. http://www.ntis.gov |
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19. Security Classif. (of this report) Unclassified |
20. Security Classif. (of this page) Unclassified |
21. No. of Pages 130 |
22. Price N/A |
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Form DOT F 1700.7 (8-72) | Reproduction of completed pages authorized. |