Durability of Recycled Concrete Aggregate as a Pavement Base Material Including Drainage: A Laboratory and Simulation Study

Syed Ashik Ali (), Paul Cancino Arevalo, Musharraf Zaman, Royce W. Floyd, Zahid Hossain and Javier Rojas-Pochyla
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Syed Ashik Ali: School of Civil Engineering and Environmental Science, The University of Oklahoma, 202 West Boyd Street, Room 334, Norman, OK 73019, USA
Paul Cancino Arevalo: School of Civil Engineering and Environmental Science, The University of Oklahoma, 202 West Boyd Street, Room 334, Norman, OK 73019, USA
Musharraf Zaman: School of Civil Engineering and Environmental Science, The University of Oklahoma, 202 West Boyd Street, Room 334, Norman, OK 73019, USA
Royce W. Floyd: School of Civil Engineering and Environmental Science, The University of Oklahoma, 202 West Boyd Street, Room 334, Norman, OK 73019, USA
Zahid Hossain: Department of Civil Engineering, Arkansas State University, Jonesboro, AR 72467, USA
Javier Rojas-Pochyla: Materials Division, Oklahoma Department of Transportation, Edmond, OK 73013, USA

Sustainability, 2025, vol. 17, issue 13, 1-19

Abstract: Recycled concrete aggregates (RCAs) have the potential to be used as a sustainable, cost-effective, and environmentally friendly material in pavement base construction. However, there is a lack of information on the durability, strength, and hydraulic properties of RCA. The primary purpose of this study was to evaluate the properties and performances of commonly available RCAs in Oklahoma as pavement bases through laboratory testing and AASHTOWare Pavement ME simulations. For this purpose, three RCAs (RCA-1, RCA-2, and RCA-3) and a virgin limestone aggregate (VLA-1) were collected from local sources. RCA-1 and RCA-3 were produced in the field by crushing the existing concrete pavement of Interstate 40 and US 69 sections, respectively. RCA-2 was produced by crushing concrete and rubble collected in a local recycling plant. Laboratory testing for this study included particle size distribution, wash loss, optimum moisture content and maximum dry density (OMC-MDD), Los Angeles (LA) abrasion, durability indices ( D c and D f ), permeability (k), and resilient modulus ( M r ). The properties of aggregates were compared and the service life (performance) of aggregate bases was studied through mechanistic analysis using the AASHTOWare Pavement ME design software (version 2.6, AASHTO, USA). The results indicated that the properties of RCAs can differ greatly based on the origin of the source materials and the methods used in their processing. Recycled aggregates from concrete pavements of interstate and state highways exhibited similar or improved performance as virgin aggregates. RCA produced in a recycling plant was found to show durability and strength issues due to the presence of inferior quality materials and contaminants. Also, the results indicated that the fine aggregate durability test is a useful tool for screening recycled aggregates to ensure quality during production and construction. Bottom-up fatigue cracking was identified as the most affected performance criterion for flexible pavements when using RCA as the base layer. The findings will help increase the use of RCA as pavement base to promote environmental sustainability.

Keywords: recycled concrete aggregate; durability; resilient modulus; permeability; performance; sustainability (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2025
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