A method of making a modular engineered wood composite road (40) includes determining a bearing strength of the soil at a location where the modular engineered wood composite road will be installed; determining a bearing strength of the soil at a location where a modular engineered wood composite road (40) will be installed; determining a flexural strength and stiffness required for the modular engineered wood composite road (40) based on the determined bearing strength of the soil at the location where the modular engineered wood composite road (40) will be installed; assembling a plurality of engineered wood composite billets (46) from a plurality of composite wood laminations, wherein each engineered wood composite billet (46) has the required flexural strength and stiffness; and assembling the engineered wood composite billets (46) to define the modular engineered wood composite road (40).

A method of making a modular engineered wood composite road (40) includes determining a bearing strength of the soil at a location where the modular engineered wood composite road will be installed; determining a bearing strength of the soil at a location where a modular engineered wood composite road (40) will be installed; determining a flexural strength and stiffness required for the modular engineered wood composite road (40) based on the determined bearing strength of the soil at the location where the modular engineered wood composite road (40) will be installed; assembling a plurality of engineered wood composite billets (46) from a plurality of composite wood laminations, wherein each engineered wood composite billet (46) has the required flexural strength and stiffness; and assembling the engineered wood composite billets (46) to define the modular engineered wood composite road (40).

An automated system for creating a road from sand, gravel or aggregate in conjunction with expandable webbing is provided in which expandable webbing and sand, gravel or aggregate may be positioned and deployed by the system to form a road surface. A series of pins may restrain and transport the webbing. An automatic welder may connect sections of webbing. A hopper, conveyor and auger may receive and distribute the sand, gravel or aggregate. The sand, gravel and aggregate may be combined with the expandable webbing and then settled into place in the ground using a vibration plate.

A locomotive (10) for spreading a waterproof coil in a hot melt manner. The locomotive (10) for spreading a waterproof coil in a hot melt manner comprises: a locomotive frame (11), provided with a coil support (12); and wheel devices, a spreading device, a combustion and heating device and a coil compaction device that are disposed on the locomotive frame (11). The combustion and heating device comprises a combustion chamber (6) and a mixing chamber (2). The mixing chamber (2) is provided with a fuel gas inlet end (5), an air inlet end (28), and an outlet end (29). The outlet end (29) is connected to the combustion chamber (6). Multiple gas discharge holes (7) are formed in one side surface of the combustion chamber (6) in an axial direction. The locomotive (10) for spreading a waterproof coil in a hot melt manner improves the construction efficiency, reduces human power costs and reduces consumption of fuel gas.

A method for adhering a tubular body onto a surface that includes smoothing a portion of the surface to create a smoothed segment of the surface and applying a tubular body directly onto the smoothed segment of the surface after the smoothing of the portion of the surface. The surface at the smoothed segment is smoother than the remainder of the surface. The method further includes applying an uncured protectant onto the tubular body while the tubular body is on the smoothed segment of the surface and curing the uncured protectant into a cured protectant while the uncured protectant is on the tubular body on the smoothed segment of the surface. The cured protectant protectively encases and adheres the tubular body to the surface.

An asphalt paving system comprising a plurality of dispensing shafts and a plurality of rolls of pavement reinforcing membrane. The plurality of dispensing shafts are adapted to be mounted on an asphalt paving machine, where at least a portion of at least one dispensing shaft extends from at least one side of the paving machine, and at least a portion of at least one dispensing shaft extends to a front of the paving machine. Each roll of pavement reinforcing membrane is supported by one of the plurality of dispensing shafts. As the asphalt paving machine moves, the plurality of dispensing shafts dispense the pavement reinforcing membrane continuously beneath the asphalt paving machine and the hot asphalt material is dispensed from the hopper on top of the pavement reinforcing membrane beneath the asphalt paving machine.

One inch paver tiles may now be set over a concrete pad for use by vehicular traffic. The method and dry concrete mix may be used to overlay concrete driveways. The paver tiles may be laid over a dry concrete mix comprising a latex polymer, Portland cement, sand and a hydration control agent. After laying the paver tiles in a field over the concrete mix in the dry state, a border of paver tiles or other material may be laid in a wet concrete mix prior to hydrating the field paver tiles. The dry concrete mix cures after hydration to form a strong layer adhering the paver tiles to the concrete pad for use by vehicular traffic.

Modular foundation systems for assembling floating platform assemblies. Modular foundation systems comprise a base mat sized to engage retaining members within a grooves formed in the upper surface of the base mat. Using a combination of a number of base mats and retaining members, a platform assembly of virtually any desired size and shape can be readily assembled.

Modular foundation systems for assembling floating platform assemblies. Modular foundation systems comprise a base mat sized to engage retaining members within a grooves formed in the upper surface of the base mat. Using a combination of a number of base mats and retaining members, a platform assembly of virtually any desired size and shape can be readily assembled.

A landscape edging stake includes a driving end, a penetration end and an edging engagement portion positioned between the driving end and the penetration end. The edging engagement portion includes a rib configured to engage an inner wall of an anchoring bore of an edging link. A ground engagement portion is positioned between the edging engagement portion and the penetration end and includes a helical groove or thread.