E01C19/18

Paving machine with an emulsion tank
10385521 · 2019-08-20 · ·

A paving machine includes an engine assembly, a hopper to receive or store paving material, and a tank to store and dispense emulsion fluid. The tank is positioned between the engine assembly and the hopper.

Paving machine with an emulsion tank
10385521 · 2019-08-20 · ·

A paving machine includes an engine assembly, a hopper to receive or store paving material, and a tank to store and dispense emulsion fluid. The tank is positioned between the engine assembly and the hopper.

Adjustable paving machine

An adjustable paving machine includes a variably expandable portion. The variably expandable portion may be expandable laterally such as to accommodate paving operations of variable widths. The adjustable paving machine may be configured to spread a variety of paving materials on a paving surface, including oils, emulsions, asphalt, slurries, or the like. The adjustable paving machine may include a containment basin operative to contain a paving material such as to reduce lateral or longitudinal movement of the paving material. The adjustable paving machine may include an adjustable shoe configured to move the paving machine vertically relative to the paving surface. The adjustable paving machine may include one or more spreading elements configured to spread the paving material on the paving surface. The spreading elements may be supported by a spreading element support enabling easy replacement of the spreading elements.

ASPHALT COMPOSITION FOR PAVING ROADS
20190135693 · 2019-05-09 · ·

The present invention relates to an asphalt composition for road pavement, which is excellent in drying strength, strength after immersion in water, and bending strength, a method for producing the same, and a road paving method. [1] An asphalt composition for road pavement including asphalt, a polyester resin and an aggregate, wherein the polyester resin is a specific polyester, and the ratio of the polyester resin is 2 parts by mass or more and 30 parts by mass or less based on 100 parts by mass of asphalt; [2] a method for producing an asphalt composition for road pavement, including a step of mixing asphalt, a polyester resin, and an aggregate at 130 C. or higher and 200 C. or lower, wherein the polyester resin is the polyester in [1], and the ratio of the polyester resin is 2 parts by mass or more and 30 parts by mass or less based on 100 parts by mass of asphalt; and [3] a road paving method including a step of laying the asphalt composition obtained by the method of [2], thereby forming an asphalt paving material layer.

ASPHALT COMPOSITION FOR PAVING ROADS
20190135693 · 2019-05-09 · ·

The present invention relates to an asphalt composition for road pavement, which is excellent in drying strength, strength after immersion in water, and bending strength, a method for producing the same, and a road paving method. [1] An asphalt composition for road pavement including asphalt, a polyester resin and an aggregate, wherein the polyester resin is a specific polyester, and the ratio of the polyester resin is 2 parts by mass or more and 30 parts by mass or less based on 100 parts by mass of asphalt; [2] a method for producing an asphalt composition for road pavement, including a step of mixing asphalt, a polyester resin, and an aggregate at 130 C. or higher and 200 C. or lower, wherein the polyester resin is the polyester in [1], and the ratio of the polyester resin is 2 parts by mass or more and 30 parts by mass or less based on 100 parts by mass of asphalt; and [3] a road paving method including a step of laying the asphalt composition obtained by the method of [2], thereby forming an asphalt paving material layer.

Surface-forming equipment and motorized surface-forming equipment
10267015 · 2019-04-23 · ·

Surface-formation equipment includes a blade including a beam; and an attachment structure having a proximal end connected to the blade and a distal end configured to be attached to a mobile unit. The surface-formation equipment may also include a blade including a beam; and at least one lateral wing pivot-connected to one end of the main section, the at least one lateral wing being able to be configured in an unfolded configuration and at least one folded position. The surface-formation equipment may include a cutting edge secured to the beam near the lower surface.

Method for marking a transportation corridor

A method or applying a fast curing epoxy traffic marking composition is provided in which curing agents are coated on a carrier such as glass beads or porous silica. These carriers are dropped onto the epoxy coating and promote rapid curing of the top layer of the epoxy coating while the bottom layer is given additional time to adhere to the roadway surface.

Method for marking a transportation corridor

A method or applying a fast curing epoxy traffic marking composition is provided in which curing agents are coated on a carrier such as glass beads or porous silica. These carriers are dropped onto the epoxy coating and promote rapid curing of the top layer of the epoxy coating while the bottom layer is given additional time to adhere to the roadway surface.

METHOD FOR MARKING A TRANSPORTATION CORRIDOR
20190040267 · 2019-02-07 ·

A method for applying a fast curing epoxy traffic marking composition is provided in which curing agents are coated on a carrier such as glass beads or porous silica. These carriers are dropped onto the epoxy coating and promote rapid curing of the top layer of the epoxy coating while the bottom layer is given additional time to adhere to the roadway surface. This enables the application contractor to open a marked roadway in a quicker manner with less motorist disruption.

METHOD FOR MARKING A TRANSPORTATION CORRIDOR
20190040267 · 2019-02-07 ·

A method for applying a fast curing epoxy traffic marking composition is provided in which curing agents are coated on a carrier such as glass beads or porous silica. These carriers are dropped onto the epoxy coating and promote rapid curing of the top layer of the epoxy coating while the bottom layer is given additional time to adhere to the roadway surface. This enables the application contractor to open a marked roadway in a quicker manner with less motorist disruption.