Evaporative pavements Evaporative porous pavements can be manufactured by drilling vertical holes in standard interlocking concrete
paver blocks and filling the holes with gravel. which change color and optical properties based on ambient temperature. Mixed reflective additives include thermochromic additions to asphalt binder, heat reflective additives, and slag and fly ash in cement mixtures. Reflective pavements are prone to pollution which significantly decreases their effectiveness over time. Maintenance on reflective pavements usually involves a surface coating or seal to compensate for surface wearing or damage over time. Chip seals use pneumatic rollers to embed aggregates into pavement surface; sand and scrub seals inject additives into pavement cracks and roll them in; and microsurfacing involves spraying a high-friction, high-reflective coating over the road surface.
Other types Energy-harvesting cool pavements circulate fluid through the pavement to capture thermal energy via convection. Fluid circulation is accomplished by embedding stainless steel, copper, or concrete pipes into the pavement and flowing air or water through the pipes. Other energy-harvesting pavement manufacturing methods involve embedding photovoltaic cells, bismuth telluride-based thermoelectric generators, or
pyroelectric materials into the pavement. So far, energy-harvesting cool pavements have not been proven successful at handling heavy traffic, as the energy harvesting elements are prone to damage or decrease in efficiency after being subjected to road maintenance. Manufacturing technologies to improve the load-bearing capabilities of energy harvesting pavements are still being developed. High-conductive cool pavements can be modified by adding materials with high thermal conductivity to asphalt. Materials include carbon or steel fiber, graphite, carbon black compound, steel slag, or reinforcing with metal rods. PCM-incorporated cool pavements are made by encapsulating the phase change materials before mixing them into asphalt, as direct contact with PCM materials can negatively affect the pavement's mechanical strength and make it more fracture prone. PCM pavements are most commonly made via impregnation, where a porous material such as shale or clay is filled with and immersed in the PCM. The porous material is then covered with cement before being mixed into the concrete or asphalt that makes up the pavement. Encapsulation can also be accomplished by covering the PCM with a metal shell before mixing into asphalt. == Safety implications ==