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Durable Recycled Superpave Mixes in Kansas

2018

The use of economical and environment-friendly recycled asphalt materials has become increasingly popular for asphalt pavement construction. In general, reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) are used in hot-mix asphalt (HMA). However, as higher amounts of RAP/RAS material are being promoted, the potential for premature pavement distresses, especially cracking, is increasing. Durable Recycled Superpave Mixes in Kansas

Technical Summary Durable Recycled Superpave Mixes in Kansas Report Number: K-TRAN: KSU-14-6 ▪ Publication Date: April 2018 Ye Gao Shuvo Islam Mustaque Hossain, Ph.D., P.E. Kansas State University Transportation Center Introduction The use of economical and environment-friendly recycled asphalt materials has become increasingly popular for asphalt pavement construction. In general, reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS) are used in hot-mix asphalt (HMA). However, as higher amounts of RAP/RAS material are being promoted, the potential for premature pavement distresses, especially cracking, is increasing. Setups for Indirect Tensile Strength Test (left) and Semicircular Bending Test (right) Project Description In this research, four recycled Superpave mixtures (SR) obtained from Kansas Department of Transportation (KDOT) projects with varying RAP and RAS contents have been evaluated. Two of these mixtures contained 10% RAP and 5% RAS, while the other two contained 25% RAP but no RAS. Illinois semicircular bending (IL-SCB) and Florida indirect tensile strength (FL-IDT) tests were performed to assess mixture cracking and fracture properties. Project Results These test results showed that mixtures containing 10% RAP and 5% RAS have relatively low fracture energy (FE) and flexibility index (FI) but higher resilient modulus. However, creep compliance and energy ratio (ER) of these mixtures are lower. These results indicate that mixtures containing 10% RAP and 5% RAS are stiffer, more prone to cracking, and tend to absorb less fracture energy. Mixtures with 25% RAP and no RAS showed the opposite behavior. Project Information For information on this report, please contact Mustaque Hossain, Ph.D., P.E.; Kansas State University, 2124 Fiedler Hall, Manhattan, KS 66506; (785) 532-1576 phone; [email protected]. Directions for Downloading the Full Report 1  To download the full report, visit http://kdotapp. ksdot.org/kdotlib/kdotlib2.aspx and do the following: 1. Enter K-TRAN: KSU-14-6 in the search box. . Click the Search button to the right of the search box. 3. You may have to scroll to find the specific report. 4. To download the report, click on the title of the report to open the PDF file and save it to your hard drive. If you have any questions, please email us at KDOT#[email protected]. KDOT reSearch Page