With increasing demand for more sustainable pavement options, roller-compacted concrete (RCC) is attractive because of its lower cement contents, construction expediency, and early opening to traffic. Addition of recycled aggregates to RCC can further economize this pavement type. The objective of this study was to determine the effects of the following recycled aggregates on RCC mixture design and hardened properties: recycled concrete aggregate (RCA), electric arc furnace (EAF) slag aggregates, reclaimed asphalt pavement (RAP), and steel furnace slag fractionated reclaimed asphalt pavement (SFSFRAP). For each mixture, compressive, split tensile, and flexural strengths and fracture properties were tested at multiple ages. The strength of the RCC containing recycled aggregates was similar to or lower than the RCC with virgin except for the RCC mixture with EAF, which produced statistically greater compressive strength. As expected, RAP and SFSFRAP resulted in lower compressive strengths compared to the virgin aggregate RCC. All RCC mixes with recycled aggregates had statistically lower flexural strength to RCC with virgin aggregates except the EAF aggregates. Disk compact tension fracture testing demonstrated that all recycled aggregate mixes had similar or greater values of critical stress intensity factor and total fracture energy relative to the virgin RCC. Based on past slab testing of concrete with recycled aggregates that had similar or greater fracture parameters relative to virgin aggregate concrete, slab flexural capacities are anticipated to be similar for RCC with and without recycled aggregates despite the lower strength properties for RCC containing recycled aggregates except the EAF aggregates.
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