A system and method for applying a construction material is provided. The method may include mixing blast furnace slag material, geopolymer material, alkali-based powder, and sand at a batching and mixing device to generate a non-Portland cement-based material. The method may also include transporting the non-Portland cement-based material from the mixing device, through a conduit to a nozzle and combining the transported non-Portland cement-based material with liquid at the nozzle to generate a partially liquefied non-Portland cement-based material. The method may further include pneumatically applying the partially liquefied non-Portland cement-based material to a surface.

A method for mounting a surface-formation equipment to a mobile unit includes an equipment-engaging support and has a traction point in contact with the ground. The method includes configuring the equipment-engaging support of the mobile unit at a minimum height; configuring the surface-formation equipment with respect to the mobile unit in a configuration wherein a lower surface of the surface-formation equipment is in a same plane as the traction point on the ground of the mobile unit. The surface-formation equipment mounts to the equipment-engaging support of the mobile unit with the equipment-engaging support being maintained at the minimum height and with the lower surface of the surface-formation equipment being in the same plane as the traction point on the ground of the mobile unit.

A strike off assembly for a placer spreader apparatus includes a strike off support beam and left and right side plate assemblies attached to ends of the support beam. A strike off plate assembly includes a left strike off plate portion and a right strike off plate portion pivotably connected together. A plurality of strike off actuators are connected to the strike off plate assembly and configured to raise and lower the strike off plate assembly relative to the support beam to vary a height of a material placement space.

A material placer having an augmented hopper, which can receive and convey concrete or other material at a greater rate than other material placers known in the industry. The augmented hopper has a relatively large volume, a bumper structure, a hinged flop gate, and a sliding gate plate that improves the process of receiving concrete or other discharged material from delivery trucks. The hinged flop gate and/or the sliding plate can optionally be vibrated to aid in moving concrete or other material into the trough of the augmented hopper. The material placer is further configured to have ease of access for cleaning and maintenance.

A system and method for applying a construction material is provided. The method may include mixing blast furnace slag material, geopolymer material, alkali-based powder, and sand at a batching and mixing device to generate a non-Portland cement-based material. The method may also include transporting the non-Portland cement-based material from the mixing device, through a conduit to a nozzle and combining the transported non-Portland cement-based material with liquid at the nozzle to generate a partially liquefied non-Portland cement-based material. The method may further include pneumatically applying the partially liquefied non-Portland cement-based material to a surface.

The disclosure refers to a road finisher for producing a paving layer on a subgrade on which the road finisher moves along a paving direction during a paving run. In accordance with the disclosure, the road finisher is adapted to use distance measurements to a subgrade, which can be provided to a leveling system of the road finisher, equally as measured values for determining the thickness of a layer. The disclosure also refers to a respective method for determining the layer thickness.

A material placer having an augmented hopper, which can receive and convey concrete or other material. The augmented hopper has a relatively large volume, a bumper structure, a hinged flop gate, and a sliding gate plate mounted on the hinged flop gate for receiving concrete or other discharged material from delivery trucks. The hinged flop gate and/or the sliding plate can optionally be vibrated to aid in moving concrete or other material into the trough of the augmented hopper. The material placer is further configured to have ease of access for cleaning and maintenance.

The invention relates to a paver, in particular a slipform paver, having a machine frame 1 supported by front and rear undercarriages 2 and 3 and a paving device 6 for the paving of material. The invention relates additionally to a method of operating such a paver. The paver is provided with an apron monitoring device 13 configured to generate elevation profile data or elevation profile signals describing the elevation profile of the material deposited in the apron of the paving device 6 in a direction transverse to the working direction X. In addition, the paver has a data or signal processing device 16 receiving the elevation profile data or elevation profile signals. The apron monitoring device 13 provides the data needed to allow the material to be spread more evenly across the working width of the paver during the feeding operation by means of a spreading device for spreading the material to be paved in a direction transverse to the working direction X and/or to allow the spreading device to be controlled for improved spreading of the material after the paver has been fed.

A ground penetrating radar device and/or other sensor such as LIDAR, pressure, or temperature sensors is mounted on a mobile device, and is adapted, during motion of the mobile device, to sense characteristics of asphalt pavement on which the mobile device is moving, prior to compaction of the asphalt pavement by rollers. A processor, functionally associated with at least one sensor, receives from the sensor signals relating to characteristics of the asphalt pavement on which the mobile device is moving, and computes, based on the received signals, at least one compaction characteristic of the asphalt pavement. The processor provides a mapping of computed desired change in compaction characteristics to regions of the asphalt pavement during the rolling process. During rolling, at least one sensor measures the change in compaction and assesses when the change in compaction matches the desired optimal compaction based on the pre-generated map.

An asphalt mix tracking system having a data collection system adapted to determine at least one characteristic of the asphalt mix, a data control system adapted to receive data from the data collection system, a lot tracking system adapted to track a lot of the asphalt mix, a truck tracking system adapted to track a truck, and a pavement injection system adapted to identify the lot of the asphalt mix. The preferred asphalt mix tracking system is adapted to substantially continuously track the asphalt mix from a mixing site to a paving site. A method for tracking an asphalt mix including determining the at least one characteristic of the asphalt mix, communicating the at least one characteristic of the asphalt mix to the data control system, transporting the asphalt mix from the mixing site to the paving site, and injecting an identification means at the paving site.