A method and a system for evaluating a surface and/or subsurface for a plurality of conditions may comprise a surface contaminant removal device, an illuminating device, a detector unit, and a vehicle capable of travelling at a velocity of at least 1 mph. The method and system may include repair of at least one condition of the plurality of conditions. The repair system may include one or more vessels in fluid communication with a nozzle array.

Disclosed herein is a method of resurfacing a sports court. This method involves applying a first adhesive to an existing sports court; curing the first adhesive to a tacky state; applying a thin fabric onto the first adhesive, wherein the thin fabric has a first side applied to the first adhesive and a second side opposite the first side and wherein the thin fabric is capable of releasing from the tacky state of the first adhesive; applying a second adhesive to the second side of the fabric; applying an elastic mat on top of the second adhesive, wherein the elastic mat has a first side applied to the second adhesive and a second side opposite the first side; and applying a sealer to the second side of the elastic mat.

Asphalt paving system and method involves the use of a primer, comprising hydrophobic microwave absorbing material mixed in a hydrophobic liquid, between an asphalt layer and a base layer below. The primer is configured to be deposited on the base layer at room temperature without preheating. Heating the hydrophobic microwave absorbing material, sandwiched between the asphalt and base layers, by microwave energy, allows for both effective de-icing of the asphalt pavement and for efficient repairs of the pavement, the latter by striping of the asphalt layer from the base layer.

A method and apparatus are provided to rehabilitate and beautify cracked concrete surfaces by adding channels to the surface.

Pavement aging can be reduced by applying to an asphalt-containing pavement a topcoat layer or a surface treatment containing asphalt binder emulsion with sterols.

A system for processing a pavement reinstatement includes a weighing apparatus (502) for measuring a mass of reinstatement material. A reinstatement apparatus (10) is adapted to receive reinstatement dimension information and reinstatement material information and adapted to determine a required reinstatement material mass, and to provide a target air voids content of the reinstatement. The reinstatement apparatus is optionally adapted to receive an indication of the mass measured by the weighing apparatus and the indication is a verification of the weighing apparatus having measured the required mass.

A method of cutting a microtrench in which the buried utility is exposed by opening an access hole in a roadway above the buried utility using a roadway access hole drill that rotates and vibrates the drill bit. A roadway access hole drill having a down-the-hole jack-hammer drill bit and a motor to rotate the down-the-hole jack-hammer drill.

An asphalt and aggregate mixture and methods for preparing and using same are provided which utilize solid phase auto regenerative cohesion and homogenization by liquid asphalt oligopolymerization technologies. The mixtures are suitable for use in installing asphalt/concrete pavement, repairing asphalt/concrete pavement, and providing overlays to existing asphalt/concrete pavement. The slurries can contain recycled asphalt/concrete pavement subject to treatment.

Cold-in-place asphalt recycling is disclosed. A foamed asphalt may be produced by injecting water and optionally compressed air into a hot asphalt stream. A lubricating surfactant may be added to the hot asphalt stream to improve performance. The foamed asphalt may be mixed with reclaimed material to provide a uniformly coated paving material that can compacted to a desired density.

A textile-reinforced concrete road paving apparatus and a method of repairing concrete road pavement can minimize use of construction equipment by using the textile-reinforced concrete road paving apparatus integrally formed to consecutively cut concrete, dispose a reinforcement material, and construct a repaired cross section so as to reduce a construction period, thereby remarkably reducing construction costs. Further, a textile grid reinforcement material, which is a noncorroding reinforcement material, is applied to form the repaired cross section of the concrete road pavement so as to prevent concrete from being detached due to corrosion. Further, a textile reinforced grid is precisely disposed at a required position, and thus the thicknesses of the primary and secondary concrete pavement are precisely adjusted, and thus construction precision can be increased.