A method for operating a paving machine is provided. The paving machine includes a screed assembly, a washdown system for washing the paving machine and the screed assembly and a ventilation system. The method includes receiving, by a controller, an operational data associated with the paving machine, and determining an operational state associated with the washdown system. The method further includes controlling, by the controller, an operation of the ventilation system based on the operational data associated with the paving machine and the operational state associated with the washdown system.

A method for operating a paving machine is provided. The paving machine includes a screed assembly, a washdown system for washing the paving machine and the screed assembly and a ventilation system. The method includes receiving, by a controller, an operational data associated with the paving machine, and determining an operational state associated with the washdown system. The method further includes controlling, by the controller, an operation of the ventilation system based on the operational data associated with the paving machine and the operational state associated with the washdown system.

A composition for suppressing dust particles includes from about 51% to about 100% by weight of saturated hydrocarbons, and from about 0 to about 49% by weight of unsaturated hydrocarbons. The composition has a content of wax in the range from about 5% to about 40% by weight of the total composition. A method of making and a method of using such a composition are also provided.

A composition for suppressing dust particles includes from about 51% to about 100% by weight of saturated hydrocarbons, and from about 0 to about 49% by weight of unsaturated hydrocarbons. The composition has a content of wax in the range from about 5% to about 40% by weight of the total composition. A method of making and a method of using such a composition are also provided.

A method for synthesizing calcium-silicate-based porous particles (CSPPs) is described. Control over CSPP morphology and pore size is achieved through a refined solution-based synthesis, allowing loading of a variety of sealants. These particles, upon external stimuli, release the loaded sealant into the surrounding material. Methods of loading the CSPPs with loading sealant are described. The CSPPs may be used in pure form or mixed with another material to deliver self-healing, sealing and multi-functional properties to a physical structure. The composition of the CSPPs is described, along with methods of use of the CSPPs.

A method for synthesizing calcium-silicate-based porous particles (CSPPs) is described. Control over CSPP morphology and pore size is achieved through a refined solution-based synthesis, allowing loading of a variety of sealants. These particles, upon external stimuli, release the loaded sealant into the surrounding material. Methods of loading the CSPPs with loading sealant are described. The CSPPs may be used in pure form or mixed with another material to deliver self-healing, sealing and multi-functional properties to a physical structure. The composition of the CSPPs is described, along with methods of use of the CSPPs.

A method for providing a system for supporting a layer of paver blocks, the method including excavating drain holes at a depth corresponding to at least a length of a corresponding drain pipe, forming a base by pouring high porosity non-compactable material into each drain hole of the at least three drain holes, inserting a drain pipe into a corresponding drain hole, filling a hollow of the drain pipe with a non-compactable material, placing a water permeable closure across the top opening of the drain pipe, pouring a concrete layer above the drain hole, and depositing a sand layer above the concrete layer, with the sand layer covering the top opening.

A method for providing a system for supporting a layer of paver blocks, the method including excavating drain holes at a depth corresponding to at least a length of a corresponding drain pipe, forming a base by pouring high porosity non-compactable material into each drain hole of the at least three drain holes, inserting a drain pipe into a corresponding drain hole, filling a hollow of the drain pipe with a non-compactable material, placing a water permeable closure across the top opening of the drain pipe, pouring a concrete layer above the drain hole, and depositing a sand layer above the concrete layer, with the sand layer covering the top opening.

An automated tape applicator that applies pavement marking tape to a pavement surface. The automated tape applicator may include dual knives for cutting two or more patterns simultaneously, a hinged frame that permits an adhesion roller to be lifted off the ground when not in active use, an electronic clutch for selectively engaging a tape feed mechanism, a swiveling front tire, an automated controller for simultaneous application of multiple markings and accurate dimensioning, and/or replaceable knife inserts.

An implement with a ground-engaging tool may include a frame, a ground-engaging portion for supporting the frame on a surface of ground, and a suspension system coupling the ground-engaging portion to the frame and for adjusting the frame relative to the ground-engaging portion. The implement may also include a tool supported by and adjustable relative to the frame and configured for working the ground. The implement may also include a control and monitor system configured for establishing a nominal position of the tool relative to the surface and for establishing an actual position of the tool relative to the surface based on an offset adjustment. A method of determining a rotor tool depth of a milling machine and a method of operating a milling machine may also be provided.