Fieldkircher, B., Adejube, J., VanFrank, K., & Romero-Zambrana, P. (2025). Modeling the Dynamic Modulus of Asphalt Mixtures Using Single-Value Test Results, Phase III: Development of Low-Temperature, High-Frequency Relations (Report No. UT-25.19). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/86934
Fieldkircher, Beatriz, Jeremiah Adejube, Kevin VanFrank, and Pedro Romero-Zambrana. Modeling the Dynamic Modulus of Asphalt Mixtures Using Single-Value Test Results, Phase III: Development of Low-Temperature, High-Frequency Relations. Report no. UT-25.19. Utah Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/86934.
Fieldkircher, Beatriz, et al. Modeling the Dynamic Modulus of Asphalt Mixtures Using Single-Value Test Results, Phase III: Development of Low-Temperature, High-Frequency Relations. Utah Department of Transportation, 2025, Report no. UT-25.19, ROSA P. https://rosap.ntl.bts.gov/view/dot/86934.
This research developed a practical method to relate UDOT’s existing material tests for asphalt mixtures, including the Bending Beam Rheometer (BBR) for low-temperature behavior and the IDEAL-CT for intermediate-temperature cracking, to the dynamic modulus (E*) master curve required for Level 1 inputs in AASHTOWare Pavement ME®. The proposed approach allows for accurate prediction of E* using simplified testing, eliminating the need for extensive dynamic modulus testing while preserving reliability for pavement design. Thanks to the advances from this work, it is now possible to use materials with the same properties during all aspects of pavement design and construction, thus allowing for life-cycle cost analysis.
This report documents the effort to develop a practical relation between the cracking tolerance index and portions of the dynamic modulus curves of as
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This report outlines the development of relations between the IDEAL-CT test results and the dynamic modulus of asphalt mixtures. In this, the second p
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Fieldkircher, B., Adejube, J., VanFrank, K., & Romero-Zambrana, P. (2025). Modeling the Dynamic Modulus of Asphalt Mixtures Using Single-Value Test Results, Phase III: Development of Low-Temperature, High-Frequency Relations (Report No. UT-25.19). Utah Department of Transportation. https://rosap.ntl.bts.gov/view/dot/86934
Fieldkircher, Beatriz, Jeremiah Adejube, Kevin VanFrank, and Pedro Romero-Zambrana. Modeling the Dynamic Modulus of Asphalt Mixtures Using Single-Value Test Results, Phase III: Development of Low-Temperature, High-Frequency Relations. Report no. UT-25.19. Utah Department of Transportation, 2025. https://rosap.ntl.bts.gov/view/dot/86934.
Fieldkircher, Beatriz, et al. Modeling the Dynamic Modulus of Asphalt Mixtures Using Single-Value Test Results, Phase III: Development of Low-Temperature, High-Frequency Relations. Utah Department of Transportation, 2025, Report no. UT-25.19, ROSA P. https://rosap.ntl.bts.gov/view/dot/86934.
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findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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