Abstract

The frictional properties of aggregates play a significant role in determining pavement skid resistance. To preserve natural aggregates, reclaimed asphalt pavement (RAP) has been widely used for decades. However, its use in pavement surface courses is often limited due to its unknown frictional properties. Therefore, this research aimed to quantitatively investigate both aggregates and RAP to develop a quick evaluation method for frictional properties. Nine types of aggregates from Tennessee were selected for relative frictional tests. X-ray fluorescence was utilized to quantify the silica dioxide (SiO2) contents, establishing correlations with polish stone value (PSV), micro-Deval (MD) abrasion loss, and surface morphological characteristics of aggregates tested via the aggregate image measurement system. Subsequently, to develop a quick way to measure the SiO2 of RAP, laboratory-produced RAP and field-sampled RAP were compared. Laboratory-produced RAP was fabricated and compared with chemical trichloroethylene (TCE) and a hammer-crushed processing method to accurately measure the SiO2 content for the application of field-sampled RAP. Field pavement friction tests were conducted to correlate the laboratory findings to field measurements. Results show that the coefficients of determination (R2) of SiO2 from raw aggregates with PSV, MD loss, and texture loss are 0.81, 0.60, and 0.78, respectively. Field-sampled RAP washed by TCE three times could provide more accurate SiO2 content compared with hammer crushing. The field pavement friction test demonstrates that pavements with lower SiO2 contents exhibit reduced skid resistance due to texture loss caused by traffic polishing. These findings offer a straightforward method for evaluating pavement friction and selecting RAP with high skid resistance, where higher SiO2 content provides higher friction properties. As a result, this research provides a valuable strategy for the rapid evaluation of aggregates and RAP for skid resistance.

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Data Availability Statement

All data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research is supported by the Tennessee Department of Transportation (TDOT), The University of Tennessee, and Red Bank officers. The authors gratefully acknowledge their support.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 12December 2024

History

Received: Oct 20, 2023
Accepted: Apr 8, 2024
Published online: Sep 28, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 28, 2025

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Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. ORCID: https://orcid.org/0000-0001-7977-2043. Email: [email protected]
Yuetan Ma, Ph.D. [email protected]
Distinguished Research Fellow, School of Traffic and Transportation Engineering, National Engineering Research Center of Highway Maintenance Technology, Changsha Univ. of Science and Technology, Changsha 410114, China. Email: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. ORCID: https://orcid.org/0000-0002-2102-4672. Email: [email protected]
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, Los Angeles, CA 90095. ORCID: https://orcid.org/0000-0003-1025-6651. Email: [email protected]
Ulises Martinez [email protected]
Pavement Team Lead, Division of Materials and Tests, Tennessee Department of Transportation, Nashville, TN 37243. Email: [email protected]
Edwin G. Burdette Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). ORCID: https://orcid.org/0000-0001-8551-0082. Email: [email protected]

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