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2016 | OriginalPaper | Chapter

Evaluation of the Optimum Percentage of RAP and RAS in Asphalt Mixes in Texas Using Accelerate Pavement Testing

Authors : Stefan A. Romanoschi, Tom Scullion, Fujie Zhou, Reza Saeedzadeh

Published in: The Roles of Accelerated Pavement Testing in Pavement Sustainability

Publisher: Springer International Publishing

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Abstract

The first APT project at the University of Texas at Arlington took place between May 2012 and August 2015. The project, funded by the Texas Department of Transportation (TxDOT), aimed to validate the maximum allowable percentage of Recycled Asphalt Pavement (RAP) and Recycled Asphalt Shingles (RAS) allowed by TXDOT Specifications. To accomplish the validation, twelve pavement structures were built and subjected to APT loading. The experiment was a factorial combination of four asphalt surface mixes with different percentages of RAP and RAS tested for their resistance to rutting, fatigue cracking and reflection cracking. The project also aimed to validate that poor results on lab prepared asphalt mixes containing RAP and RAS translates to poor field performance under full-scale axle loads and to verify overlay design tools recently developed by Texas A&M Transportation Institute (TTI) to predict mix cracking and rutting of new asphalt overlays. The paper presents the development of the APT experiment, briefly discusses the recorded performance of the studied mixes and provides a summary of the results obtained in this experiment.

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Literature
go back to reference American Association of State Highway and Transportation Officials. (2010). AASHTO M 323: Standard specification for superpave volumetric mix design. In Standard specifications for transportation materials and methods of sampling and testing (30th ed.). Washington, DC: AASHTO. American Association of State Highway and Transportation Officials. (2010). AASHTO M 323: Standard specification for superpave volumetric mix design. In Standard specifications for transportation materials and methods of sampling and testing (30th ed.). Washington, DC: AASHTO.
go back to reference Hu, S., Hu, X., Zhou, F., & Walubita, L. (2011). Development, calibration, and validation of a new M-E rutting model for HMA overlay design and analysis. Journal of Materials in Civil Engineering, 23, 89–99.CrossRef Hu, S., Hu, X., Zhou, F., & Walubita, L. (2011). Development, calibration, and validation of a new M-E rutting model for HMA overlay design and analysis. Journal of Materials in Civil Engineering, 23, 89–99.CrossRef
go back to reference Hu S., Zhou, F., & Scullion, T. (2014). Development of Texas mechanistic-empirical flexible pavement design system (TxME). Report No. FHWA/TX-12/0-6622-2. Texas A&M Transportation Institute, College Station, TX. Hu S., Zhou, F., & Scullion, T. (2014). Development of Texas mechanistic-empirical flexible pavement design system (TxME). Report No. FHWA/TX-12/0-6622-2. Texas A&M Transportation Institute, College Station, TX.
go back to reference Romanoschi, S. A., & Scullion, T. (2014). Validation of the maximum allowable amounts of recycled binder, RAP, & RAS using accelerated pavement testing. Interim report. Report No. FHWA/TX-14/0-6682-1, The University of Texas at Arlington, May 2014. Romanoschi, S. A., & Scullion, T. (2014). Validation of the maximum allowable amounts of recycled binder, RAP, & RAS using accelerated pavement testing. Interim report. Report No. FHWA/TX-14/0-6682-1, The University of Texas at Arlington, May 2014.
go back to reference Romanoschi, S. A., Zhou, F., Scullion, T., & Saeedzadeh, R. (2015). Testing and evaluation of RAP and RAS experimental pavement sections. Final report. Report No. FHWA/TX-14/0-6823-1, The University of Texas at Arlington, October 2015 (in press). Romanoschi, S. A., Zhou, F., Scullion, T., & Saeedzadeh, R. (2015). Testing and evaluation of RAP and RAS experimental pavement sections. Final report. Report No. FHWA/TX-14/0-6823-1, The University of Texas at Arlington, October 2015 (in press).
go back to reference Zhou, F., & Scullion, T. (2005). Overlay tester: A simple performance test for thermal reflective cracking. Journal of the Association of Asphalt Paving Technologists, 74, 443–484. Zhou, F., & Scullion, T. (2005). Overlay tester: A simple performance test for thermal reflective cracking. Journal of the Association of Asphalt Paving Technologists, 74, 443–484.
go back to reference Zhou, F., Hu, S., Scullion, T., & Chen, D. (2007). The overlay tester: A simple performance test for fatigue cracking. Transportation Research Record, No. 2001 (pp. 1–8). Zhou, F., Hu, S., Scullion, T., & Chen, D. (2007). The overlay tester: A simple performance test for fatigue cracking. Transportation Research Record, No. 2001 (pp. 1–8).
go back to reference Zhou F., Hu, S., Hu, X., & Scullion, T. (2009). Mechanistic-empirical asphalt overlay thickness design and analysis system. Research Report FHWA/TX-09/0-5123-3, Texas A&M Transportation Institute, College Station, TX, October 2009. Zhou F., Hu, S., Hu, X., & Scullion, T. (2009). Mechanistic-empirical asphalt overlay thickness design and analysis system. Research Report FHWA/TX-09/0-5123-3, Texas A&M Transportation Institute, College Station, TX, October 2009.
go back to reference Zhou F., Fernando, E. G., & Scullion, T. (2010). Development, calibration, and validation of performance prediction models for the Texas M-E flexible pavement design system. Research Report FHWA/TX-10/0-5798-2, Texas A&M Transportation Institute, College Station, TX, August 2010. Zhou F., Fernando, E. G., & Scullion, T. (2010). Development, calibration, and validation of performance prediction models for the Texas M-E flexible pavement design system. Research Report FHWA/TX-10/0-5798-2, Texas A&M Transportation Institute, College Station, TX, August 2010.
Metadata
Title
Evaluation of the Optimum Percentage of RAP and RAS in Asphalt Mixes in Texas Using Accelerate Pavement Testing
Authors
Stefan A. Romanoschi
Tom Scullion
Fujie Zhou
Reza Saeedzadeh
Copyright Year
2016
DOI
https://doi.org/10.1007/978-3-319-42797-3_56

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