Although multiple studies have reviewed the mechanical, durability, and acoustic characteristics of rubberized concrete (RC) mixtures, very limited studies have focused on a comprehensive collation of literature pertaining to their environmental, economic, and field implementation aspects. Therefore, this paper presented the state-of-the-art pertinent to environmental and economic aspects, thermal savings in terms of energy and emissions, and field applications of RC mixtures. Further, none of the studies have systematically reviewed the literature specific to specialty RC mixtures (pervious concrete, self-compacting concrete, and roller-compacted concrete), which was thoroughly examined. The various rubber treatment methodologies to enhance rubber-cement interaction were underscored and the impact of rubber aggregates on mix properties was discussed. Importantly, this state-of-the-art review identified the scope for future advancements at environmental, economic, and technical levels, which is envisioned to advance the widespread implementation of RC and pave the way for creation of an eco-efficient built environment.

An alarming increase in the number of waste rubber tires (WRT) generated annually calls for the need to identify sustainable waste management practices as they pose serious threats to the quality-of-life. One such waste disposal strategy is recycling of WRT in pavement materials. Therefore, the objective of this research study was to investigate the effect of inclusion of WRT derived aggregates on properties of pervious concrete (PC). The size of recycled rubber aggregates (RA) varied from 4.75–2.36 mm, which were added to PC mix at 5 and 10% by weight of coarse aggregates; the new mix was called rubber-modified pervious concrete (RMPC). The porosity and permeability increased with increasing proportions of RA with reduction in the density and compressive strength. At 5% RA content; the magnitude of porosity and permeability increased by 6.9 and 53.1%, respectively, while the density and compressive strength reduced by 7.4 and 63.7%, respectively, compared to the control mix. Similarly, at 10% RA content; density and compressive strength decreased by 12.5 and 77.7%, respectively, while porosity and permeability increased by 15.2 and 63.4%, respectively, compared to the control mix. Owing to lower compressive strength (~5–8 MPa), RA as filler may be utilized in PC materials with non-vehicular traffic sections such as sidewalks and footpaths. Due to higher porosity and permeability, RMPC can help harness the stormwater benefits associated with PC, while simultaneously allowing for sustainable disposal of WRT.