Abstract: Disclosed is a stamp for forming a tactile-detectable warning surface in moldable concrete or asphalt and method for employing same. The stamp consists of a mold member having truncated dome shaped indentations distributed therein in a warning pattern, each indentation optionally having an air hole located centrally therein, and, form rails distributed between indentations on the lower surface of the mold member and projecting downward there from, so as to force an even and consistent distribution of the moldable material into the indentations when the form rails are worked downward into the surface of the moldable material to form truncated domes. The stamp may further comprise one or more handles and upper rails distributed on the upper surface of the mold member.

Abstract: A pothole repair machine utilizes hot mix asphalt material to fill the pothole being repaired. The machine includes a heating apparatus for raising the temperature of the surface of the road surrounding the pothole to soften the material for bonding with the material to be inserted into the pothole. A hot tack spray is then placed onto the surface of the pothole before hot mix material is deposited into the pothole cavity. Before depositing the hot mix material, a sensing mechanism determines the depth of the pothole and causes an adjustment of the height of screening doors to effect the uncompressed height of the filling material at a predetermined percentage of overfill before a vibrating roller compresses the filling material to the level of the surrounding roadway. A plurality of screening doors extends along the transverse width of the machine, each door being adjustably controlled by a depth sensor member.

Abstract: A process and apparatus for forming a coherent refractory mass on the surface of a road wherein one or more non-combustible materials are mixed with one or more metallic combustible powders and an oxidizer, igniting the mixture so that the combustible metallic particles react in an exothermic manner with the oxidizer and release sufficient heat to form a coherent mass under the action of the heat of combustion and projecting this mass against the surface of the road so that the mass adheres durably to the surface of the road.

Abstract: A method of constructing an environmental and water-permeable paving, which includes the steps of connecting a plurality of frame units composed of water ducts and connecting meshes to form a great area of framework; burying the frame units into the soil, above the macadam stratum; pouring concrete onto the frame units and having the concrete solidified to form a concrete board; and applying a asphalt and macadam stratum onto the concrete board or other paving to complete a water and air permeable paving. Drainage belts are provided under the water ducts in predetermined positions, such that the accumulated rain can be led to the underground and collected in the reservoirs. Concluded above, the paving constructed according to the invention is an environmental and water-permeable paving, which can automatically regulate the temperature of the roadways, as well as the temperature and humidity of the environment.

Abstract: A substrate removal apparatus capable of cutting a plurality of aligned, precision slots in a variety of surfaces, such as concrete, asphalt pavement, and other composite substrates, utilizes high-pressure liquid cutting devices. Slots may be cut in pavement for such applications as dowel bar retrofitting for joint load transfer restoration. An apparatus according to one embodiment includes a support frame, a carriage carried by the support frame, and cutting devices coupled to the carriage. The apparatus is configured so that the carriage is movable along a generally horizontal path of travel and a generally vertical path of travel.

Abstract: Method and apparatus suited for forming retrofit detectable warning surfaces on existing surfaces or new warning surfaces. Apparatus includes a tool in the form of a stamp having one or more dome-shaped volumes that may be truncated domes. Dome-shaped volumes may have interior beginning on a bottom side of a stamp and the truncated portion may be defined by a hole provided in a top side of the stamp. Thanks to the hole, when the stamp is removed from the unhardened concrete, the hole functions as a pressure-relief or pressure-equalizing valve eliminating undesirable distortion of the unhardened concrete and ensuring formation of desired dome-shaped concrete projections.

Abstract: A precast concrete slab and framing system is placed in walkways, curb ramps, platform edges, and areas of pedestrian traffic where they intersect with vehicular traffic, warning the visually handicapped of dangerous crossings. The precast slabs, which incorporate raised, truncated domes on the top side and a floated finish on the bottom side, are made to be set in the frame which has been set and cast into fresh concrete. A number of slabs are placed in a frame abutting each other on top of sand and the edges are filled with sand to lock them into place. The top surface is placed to be flush with the walking surface.

Abstract: A method of making temporary roads out of plant fibre includes a first step of providing plant fibre of differing lengths. A second step involves spreading the plant fibre along an intended travel path. A third step involves compacting the plant fibre. It has been found that medium length elongate plant fibre, when present in sufficient quantity, serve to mesh together the short length plant fibre to form a cohesive ground cover mat.

Abstract: Apparatus and methods for controlling the operation of a pavement surfacing machine are described. One embodiment that controls a pavement surfacing machine having a vehicle moveable in a preselected direction of travel along a pavement surface under the influence of a prime mover and configured to urge a rotatable grinding head against the pavement surface includes at least one sensor configured to measure a preselected operational parameter of the pavement surfacing machine and provide an output representative of the parameter and a controller that is configured to control the rate at which the vehicle moves in response to the sensor output.

Abstract: Bitumen or asphalt for producing a road topping, whereby the bitumen or asphalt contains a proportion of paraffin obtained by Fischer-Tropsch synthesis (FT paraffin). A road topping with the bitumen and a method for producing a corresponding road topping or roadway covering using the bitumen.

Abstract: A method for working a concrete surface uses a water jet ejected from a nozzle of a nozzle holder. The nozzle holder reciprocates in cutting sweeps and moves together with a working apparatus in steps between the cutting sweeps. The water jet is directed in directions of the sweeps, and at the end of each sweep, the nozzle holder is swung into a new angle of attack for a subsequent cutting sweep. At the end of a cutting sweep, the nozzle holder begins to swing backwards simultaneously as its linear velocity increases to permit the target area to remain substantially unchanged at the start of the stepping of the working apparatus so that the water jet makes a cut forwardly in the stepping direction. The stepping and change of angle of attack are completed simultaneously immediately prior to the commencement of a subsequent cutting sweep.

Abstract: Methods and apparatus for power finishing freshly placed concrete in which the acoustic impedance of the treating equipment is made substantially equal to the acoustic impedance of the concrete slab being treated. Preferably, a powered, twin rotor riding trowel is provided with a pair of circular finishing pans that are attached to the conventional rotor blades used later in the finishing process. The pans are characterized by an acoustic impedance approximating the acoustic impedance of green concrete, thereby optimizing the energy transferred to the concrete. Preferred pans comprise ultra-high molecular weight polyethylene (UHMWPE) plastic. During troweling, the pans are frictionally revolved over the green concrete for finishing the surface without prematurely sealing the uppermost slab surface. Through the disclosed troweling method, a highly stable concrete surface results, and delamination is minimized. Alternative troweling uses pans coated with layered impedance matching material.

Abstract: Modified Powdered Mass for treatment of soils and loose building materials containing caustic lime and/or calcareous hydraulic binders and a modification component, where the modification component consists of linear olefins containing 10 to 24 carbon atoms, alone or in their mutual combination, or in mixture with their isomers.

Abstract: An apparatus and method of repair cracks on a surface. The apparatus is a patch having a first layer and a second layer. The first layer is constructed of an elastomeric material and includes an exterior surface and an interior surface having an adhesive portion. The second layer is utilized to cover the interior surface during storage of the patch. The patch is sized to fit over a crack. The second layer is removed from the first layer by applying at least one strip of tape to the exterior surface of the sheet of material and apply a pulling force on the strip of tape, thereby removing the second layer from the first layer. A first half portion of the first layer is applied to one side of the crack. The first layer is then stretched over the crack and affixed on a second opposite side of the crack. The patch is then painted to conceal the patch from view.

Abstract: A method and apparatus for constructing an automotive vehicle parking lot (10) on a land area (12) is provided. A composite drainage material (20) is provided through which water drains. The composite drainage material (20) comprises a polymeric open mesh core (22) between first and second layers (24 and 26) of a non-woven geo-textile fabric. The land area (12) is covered with the material (20) by placing rolls (28) of the material adjacent one another. The rolls (28) are unrolled over the land area (12) so that longitudinal edge portions (30 and 40) of adjacent rolls adjoin one another. A portion (34, 44) of the longitudinal edge portions (30 and 40) are overlapped and secured to each other, and not to the land area (12), to create a gapless and continuous surface (84) of the material (20), with the majority of the land area (12) lying underneath the material. The first layer (24) of each of the rolls (28) contacts the land area (12).

Abstract: A method of laying hot blacktop paving material, the method comprising a spreading step during which the material is spread onto a surface for receiving it, and immediately prior to the spreading step, a step of adding water during which water plus wetting agent is mixed with the blacktop material.

Abstract: A pavement ramp edge maker, paving machine and related method are provided for generating a pavement edge ramp that is equal to or less than approximately 45° relative to a surface upon which the ramp is formed. The edge maker generates a ramp that is partially compacted using a compaction surface that extends upwardly from a bottom edge of an end gate of a paving machine. When the pavement mat is compacted, the resulting ramp has an angle that is equal to or less than approximately 45° relative to a surface upon which the ramp is formed.

Abstract: A rotational speed controller for mixing equipment of a soil modifying machine, by which optional quality of modified soil can be obtained, is provided. To this end, the rotational speed controller includes a mixer (127, 147) rotating to mix soil to be modified, drive means (127b, 147b) for rotationally driving the mixer, speed control means (127p, 147p) for controlling rotational speed of the drive means based on an inputted rotational speed command value (S127, S147), working mode setting means (8) for outputting a working mode signal (H, M, L, S) for setting a kind of soil to be modified, and a controller (106) for outputting the rotational speed command value corresponding to the working mode signal to the speed control means.

Abstract: A system and device for obtaining a topographical profile of a road bed, and then delivering an asphalt mat that varies in thickness according to that profile. The system enables variance in the mat thickness across the width of the mat as well as in the normal longitudinal direction. The process is begun by obtaining a three-dimensional profile of the surface to be paved. A scanning means is moved over the road surface to obtain a profile of the entire length and width of the surface to be paved to obtain a detailed topographical profile. In a second phase of the operation, the scanning means is utilized in combination with an asphalt delivery mechanism. The scanning means tracks the exact position of the asphalt delivery mechanism, correlates that to the scanned profile, and thereby controls the operation of the asphalt delivery mechanism.

Abstract: A process for constructing infrastructures, in which aggregates, vitrified blast-furnace slag, a pulverulent activator and water are mixed together, the mix is spread out over the ground, compacted and left to harden, and in which a particulate slag and a ready-prepared additive containing, on the one hand, the activator and, on the other hand, dry ground vitrified slag having a particle size of less than 500 &mgr;m are added to the aggregate is provided. Further provided is the additive for the construction of infrastructures according to the said process, which additive includes, on the one hand, a pulverulent activator and, on the other hand, dry ground vitrified slag having a particle size of less than 500 &mgr;m.

Abstract: A method for producing a thermoplastic filler for eliminating surface damage to concrete or asphalt surface is disclosed which includes mixing stone chips, sand, a powdered material and a bituminous binding agent to a homogenous mixture which is in constant motion at a temperature of between about 180° C.-2400° C., with a coolant being added subsequently to the mixture in a rapid manner thereby converting the mixture into a non-cohesive granulate of small pellets due to the high surface tension of the various constituents, and wherein the granulate can be heated to convert it to a free-flowing or spreadable filler having strong adhesive properties.

Abstract: A system and device is disclosed for obtaining a topographical profile of a road bed, and then delivering an asphalt mat that varies in thickness according to that profile. The system enables variance in the mat thickness across the width of the mat as well as in the normal longitudinal direction. The process is begun by obtaining a three-dimensional profile of the surface to be paved. A scanning means is moved over the road surface to obtain a profile of the entire length and width of the surface to be paved to obtain a detailed topographical profile. In a second phase of the operation, the scanning means is utilized in combination with an asphalt delivery mechanism. The scanning means tracks the exact position of the asphalt delivery mechanism, correlates that to the scanned profile, and thereby controls the operation of the asphalt delivery mechanism.

Abstract: A method for providing hot-in-place recycling and repaving of an existing asphalt-based pavement, in which the pavement is first heated. The heated pavement surface is then sacrified, and new aggregate is dispensed onto it, to form a recycled, preheated asphalt and aggregate mixture. This mixture is again heated and scarified to premix it, and a new pavement surface is now milled to grade and width by applying this mixture using a plurality of extension mills having a main frame. The pavement surface is then remilled to grade using a main mill. Rejuvenator fluid is introduced in the main mill, and mixed with the recycled asphalt and aggregate mixture. Rejuvenator fluid is also introduced into a pug mill and again mixed with the recycled asphalt and aggregate mixture. The rejuvenator-enriched, recycled asphalt and aggregate windrow thus formed is then laid to grade using one or more screeds.

Abstract: A method of forming a shielded asphalt surface on a prepared subgrade for a roadway, or the like, to prevent water infiltration, freeze-thaw cycles, and roots from damaging the surface. The method involves forming a recess along the outer edges of the subgrade; depositing asphalt into the recess and compacting the deposited asphalt to form an edge portion at about the same height as the subgrade; depositing asphalt onto the subgrade to form the roadway surface and also onto the edge portion; compacting the deposited asphalt thereby integrating the asphalt that forms the roadway surface with the asphalt that forms the edge portion to provide a monolithic shielded asphalt surface.

Abstract: The present invention includes a safety system for airports and airfields. The present invention includes a method for installing an aesthetically pleasing artificial turf that retards birds and other animals and a sub-surface that supports the weight of an aircraft, enhances water drainage and enables the accessibility of airport vehicles to all parts of a runway or taxiway. The present invention also includes the sub-surface being adapted to slow the motion of a runway airplane. The present invention further includes a repelling artificial turf, which includes the artificial or synthetic fibers as well as stiff fibers or fibers otherwise uncomfortable for an animal or bird to land on, walk on or lay on.

Abstract: A road repair material includes recycled stone from road planings, as part of a dry mix for combination with a binder at a location of use. The recycled stone may be in combination with reinforcing fibres and/or with freshly quarried stone.

Abstract: A cutting machine for cutting depressions in a road surface. The cutting machine includes a rotatable cutting drum connected with a drive device for rotating the cutting drum and an engaging device for moving the cutting drum out of and into contact with the road surface. The drive device includes a gear box with a flywheel located on the input side of the gear box and the cutting drum comprises a plurality of cutting teeth, the teeth removably retained to the cutting drum to effectively cut the road surface and includes a means for anchoring a tooth shank to a tooth holder permanently affixed to said cutting drum. A power unit that moves the cutting drum along the road surface is provided with a detector for continuously detecting a distance that the cutting drum is moved by the power unit and for generating a signal indicative of the distance moved.

Abstract: The current invention includes a system and method for removing and replacing rigid slabs in pavement sections of highways, bridge decks, airport runways, and various other similar structures. The method may utilize a lifting frame which acts to remove damaged slabs in a single operation also is used to reinstall a replacement slab or panel while acting as external reinforcement and also serving to align and secure the replacement panel in the void left by the removed section while under bedding material is installed and cured under the new panel.

Abstract: A sealing element for the recessed seat of an expansion joint in a concrete structure having an elastomeric profile (20) formed by two longitudinal lateral flanges (21) to be fixed to the end edges of the concrete structure (11), and a central portion (22) formed by walls depending from said flanges and converging to a central area to be fitted inside the seat (12), and shaped to support the hydrostatic pressure upstream of the concrete structure (10). A flexible duct (30) is installed inside the seat (12) below the central portion central area and provided with radial bores (31) opened to the inside of the seat to allow the selective feeding of precatalyzed polymeric resin to the inside of the seat (12), after the elastomeric profile (20) has been mounted and affixed to the concrete structure (10). The tube can be separate from the profile, attached to the central area, or the central area can have a W shape and the tube be within the lower portion of the W.

Abstract: A method of reconstructing a road is provided. This method includes taking representative cores of the road, analyzing the cores, selecting a substantially solvent-free emulsion based on climate history, mixing the emulsion and reclaimed asphalt pavement particles to form an asphalt emulsion mix, testing the asphalt emulsion mix for performance using a raveling test, a thermal cracking prediction test by an indirect tensile testing, a moisture susceptibility test utilizing vacuum saturation, and a dry Marshall stability test. It also includes designing a CIR layer based on this test data. It further includes grinding off a layer of the existing asphalt road leaving at least about an inch, adding an emulsion to the reclaimed asphalt pavement particles, applying the designed cold in-place recycling layer to the road, and compacting it.

Abstract: The invention relates to a soil compacting device comprising a vibration generator that acts upon a soil contact plate. A controlling means of the vibration generator comprises an amplitude-controlling unit and a frequency-controlling unit. The amplitude-controlling unit diminishes the vibration amplitude by a first amplitude difference when a jumping of the soil contact plate is detected. When no jumping is detected within a clock timing, the amplitude-controlling unit increases the vibration amplitude by a second amplitude difference. The frequency-controlling unit determines the driving power that is output by a drive to the vibration generator and changes the vibration frequency so that the driving power approximately corresponds to a preset value. The amplitude control and the frequency control are advantageously carried out in parallel.

Abstract: A concrete rubblizing apparatus includes a non-circular multi-lobed roller connected to an axle on a wheeled frame such that the roller rolls upon the ground and the frame is towed by a tractor. Each lobe of the roller includes a set of cleats extending across a width of the roller and projecting outwardly from the impact surface of each lobe along a line parallel to the axle. The method of rubblizing includes moving the roller over a predetermined area of concrete along four, sequential overlapping paths.

Abstract: A concrete finishing apparatus and method for smoothing and flattening partially cured concrete to a close-tolerance surface includes a movable unit which is movable and entirely supported on or over a partially cured concrete surface and at least one rotatable finishing member, such as a cylindrical tube, roller or the like, mounted to the movable unit. The rotatable finishing member is positioned at the partially cured concrete surface and rotatable to engage and finish the surface of the partially cured concrete to a high quality, close-tolerance flat and level concrete floor surface. The rotatable finishing member is preferably rotatable in a direction generally opposite to the direction of travel of the movable unit to enhance the finishing process and to carry any cement paste or residue forward with the finishing member to fill in any low areas as the concrete finishing apparatus moves over the partially cured concrete.

Abstract: A method and apparatus are provided for in situ rejuvenation of asphalt pavement. The apparatus and method provide for heating the underlying surface to form a preheated surface, passing a mill over the preheated surface and milling the preheated surface to loosen the preheated surface to a desired depth and discharging the milled material from opposite ends of the respective windrows of known breadth. Windrow height is measured as is rate of advance of the transport structure to determine a volume throughput. Rejuvenating fluid is added to each windrow at a dosage rate based on a desired weight percentage and the volume throughput. A mixer is passed over the windrows and receives the windrows through respective openings at either end thereof. The mixer also blends the rejuvenating fluid with the milled material and forms a blended mixture which is discharged from the mixer. The mixer may be a pug mill operated in an inverted arrangement utilizing the road surface as a bottom thereto.

Abstract: A method for correcting roughness of pavement wherein the steps include measuring an elevation profile of the pavement, converting the elevation profile to a roughness profile, and identifying defective segments of the roughness profile as those areas of the profile exceeding a predetermined value. A grinder is simulated over the defective segments to provide a modified elevation profile. The modified elevation profile is converted to a modified roughness profile wherein corrected defective segments are identified as defective segments in the roughness profile that exceed the predetermined value in the modified roughness profile. A grinding operation is then applied to those areas of the pavement corresponding to the defective segments.

Abstract: A device for cutting rumble strip grooves in a roadway. The device includes a cutter head on which is mounted a plurality of cutting teeth. The cutter head is symmetrically disposed around a center axis. At least one motor is provided for rotating the cutter head about its center axis. In addition to the motors that directly rotate the cutter head, a mechanism is provided for cycling the center axis of the cutter head through a continuous pathway. Accordingly, the cutter head experiences two separate rotations. The cutter head rotates about its own center axis. Meanwhile, the center axis is orbiting in a circular pathway. As the cutter head cycles through part of the continuous pathway, the cutter head contacts the roadway and cuts a rumble strip groove in the roadway.

Abstract: The present invention provides a manhole cover/frame exchange method capable of minimizing the size of a portion to be mended, of eliminating a pressing step by a roller machine, of eliminating/reducing steps and a required mending time and of suppressing vibrations, noises and the like during the exchanging process. The manhole cover/frame exchange method comprises steps of: cutting a portion of a paved road around the manhole cover/frame spherically; removing the spherically cut portion; filling a self-curing highly fluid non-shrink filler into a spherical hollow space formed by the removing step, and filling a surface layer material over the self-curing highly fluid non-shrink filler. Thus, the pressing step by the roller machine is eliminated by the present invention.

Abstract: A method and apparatus for constructing an automotive vehicle parking lot (10) on a land area (12) is provided. A composite drainage material (20) is provided through which water drains. The composite drainage material (20) comprises a polymeric open mesh core (22) between first and second layers (24 and 26) of a non-woven geo-textile fabric. The land area (12) is covered with the material (20) by placing rolls (28) of the material adjacent one another. The rolls (28) are unrolled over the land area (12) so that longitudinal edge portions (30 and 40) of adjacent rolls adjoin one another. A portion (34, 44) of the longitudinal edge portions (30 and 40) are overlapped and secured to each other, and not to the land area (12), to create a gapless and continuous surface (84) of the material (20), with the majority of the land area (12) lying underneath the material. The first layer (24) of each of the rolls (28) contacts the land area (12).

Abstract: A roller compacted concrete paving sealing method which includes the steps of paving a first area with roller compacted concrete paving, paving a second area with roller compacted concrete paving adjacent to the first paved area, forming a cold joint between the first area and the second area, rolling the cold joint, allowing the rolled cold joint to cure, milling the cold joint and removing any milled material, applying primer to the milled cold joint, filling the milled joint with hot poured filler; and finishing the filled joint. The method is done with asphalt paving equipment and specialty milling and hot poured filler equipment.

Abstract: Disclosed is a repair composite for pavement and pothole repair. The repair composite is composed of an amount of an isophalic polyester casting resin premixed with dry silica sand, cobalt in combination with dimethylanaline, and a catalyst, such as Lupersol® (methly ethyl ketone peroxide catalyst). Additionally, the composite may include reinforcing structures.

Abstract: The current invention includes a system and method for removing and replacing rigid slabs in pavement sections of highways, bridge decks, airport runways, and various other similar structures. The method may utilize a lifting frame which acts to remove damaged slabs in a single operation also is used to reinstall a replacement slab or panel while acting as external reinforcement and also serving to align and secure the replacement panel in the void left by the removed section while under bedding material is installed and cured under the new panel.

Abstract: A method of paving a gravel and/or dirt roadway is provided. This method includes evaluating the roadway to determine if it is an appropriate candidate for emulsion stabilization, rotating a milling head down a roadway to break up gravel and dirt, injecting an asphalt emulsion into the broken up gravel and dirt, and mixing the emulsion with the gravel and dirt so as to form an emulsion stabilized layer. The emulsion stabilized layer is then spread and compacted to create a paved roadway. Following this, a wearing surface may be applied to the emulsion stabilized layer.

Abstract: Roadway crack sealing apparatus (20) which includes a mobile vehicle (26) with a forward crack sealing assembly (22) and a following finishing assembly (24). The assembly (22) includes laterally spaced apart fill and sealant hoppers (30, 36) each equipped with selectively openable outlets (32, 34, 38) and an elongated roadway crack sighting passageway (128) therebetween. The fill hopper preferably has a pair of outlets (32, 34), with the sealant hopper (38) between the latter so that a crack is sealed by sequential application of fill, sealant and additional fill. In use, an operator within the vehicle compartment (162) visually locates a crack (28) through the passageway (128), and steers the vehicle (26) accordingly; the operator also manipulates appropriate controls for selectively opening the outlets (32, 34, 38). The finishing assembly (24) includes a series of lateral brushes which sweep and finish the sealed crack and adjacent roadway.

Abstract: A subgrade preparation apparatus is operable to level, accurately grade and compact a subgrade surface for receiving a preformed concrete slab on the subgrade, in order to repair a concrete surface. The subgrade preparation apparatus includes a base unit, an extendable boom extending from the base unit, and a screed head assembly vertically adjustable on the extendable boom. The base unit is positionable on the concrete surface being repaired. The screed head assembly is vertically adjustable to be lowered into a cut out area defining the subgrade. Preferably, the screed head assembly includes a plow, auger and/or vibrator for grading, leveling and/or compacting the subgrade surface, and is further operable to grade, level, compact and/or smooth the subgrade surface close to the edges or walls of the cut out area.

Abstract: A method for securing a pavement marking construction to the pavement includes sealing the perimeter edge of the pavement marking construction by applying a structural adhesive around the perimeter edge of the pavement marking construction. The seal is applied so that it overlaps the top surface of the pavement marking construction at the perimeter edge and extends to the pavement surface. The sealed pavement marking construction will be more durable and will resist peeling from the pavement, even when subjected to heavy traffic.

Abstract: Methods and apparatus for depositing roadway material using a road paving machine having a hopper for storing the roadway material, a feed conveyor for transferring the roadway material from the hopper to an auger, and a screed for levelling the roadway material. A trough prevents the roadway material from falling from the feed conveyor onto a road surface. The trough diverts and deposits the roadway material to one side of the paving machine.

Abstract: A method of reconstructing includes taking representative cores of the road, analyzing the cores, selecting a substantially solvent-free emulsion based on climate history, mixing the emulsion and reclaimed asphalt pavement particles to form an asphalt emulsion mix, testing the asphalt emulsion mix for performance using a raveling test, a thermal cracking prediction test by an indirect tensile testing, a moisture susceptibility test utilizing vacuum saturation, and a dry Marshall stability test. It also includes designing a CIR layer based on this test data. It further includes grinding off a layer of the existing asphalt road leaving at least about an inch, adding an emulsion to the reclaimed asphalt pavement particles, applying the designed cold in-place recycling layer to the road, and compacting it.

Abstract: The invention relates to bitumen or asphalt for producing a road topping, whereby said bitumen or asphalt contains a proportion of paraffin obtained by Fischer-Tropsch synthesis (FT paraffin). The invention also relates to a road topping with said bitumen and to a method for producing a corresponding road topping or roadway/covering using said bitumen.

Abstract: A system for molding a design onto a surface comprising providing an asphalt molding mesh comprising pattern molding elements formed of a flexible material having a generally V-shaped cross-section in a configuration corresponding to a pattern to be molded in the asphalt, wherein the molding mesh is in the form of an open mesh, defining open spaces between the molding elements; positioning the molding mesh onto the surface and depositing hot asphalt into the open spaces between the molding elements and levelling the asphalt, and then rolling over the mesh and asphalt to mold and compact the asphalt about the mesh and facilitate adherence to the underlying surface, and, after rolling, removing the molding mesh from the asphalt.

Abstract: The invention teaches a slip form paving machine which can be used for both zero clearance variable width and variable width conventional paving using the same paving pan. The main frame of the machine is designed to hydraulically extend and retract from varying desired widths. The paving assembly, attached to the main tractor assembly frame, is adjustable as wide as the width of the main frame of the machine or further past the exterior limits for additional clearance, if required. The paving pan, which is part of the pan assembly, can also be extended to conform to these various widths. In a “zero clearance” paving mode, the same pan is located behind the main tractor frame, whereas in conventional paving, the pan is located under the center of the main frame inside of the tracks. In addition, the paving pan can be adjusted to pave varying surface angles, if required.