The present invention relates generally to temporary raised pavement markers (TRPMs) which are adapted to be fixedly secured to roadway surfaces in order to, for example, temporarily define traffic lanes or the like within construction zones, work sites, or maintenance or repair areas, and more particularly to a new and improved collated assembly of such temporary raised pavement markers (TRPMs), and a new and improved system and method for automatically serially applying such collated temporary raised pavement markers (TRPMs) to roadway surfaces in order to in fact temporarily define the traffic lanes or the like within the construction zones, work sites, or maintenance or repair areas.
Various types of roadway markers have been utilized in connection with a variety of traffic control applications. Many roadway markers are adapted to be permanently attached or secured to the road surface so as to permanently delineate traffic lanes upon the roadway, while other roadway markers are adapted to be temporarily attached or secured to particular road surfaces in order to temporarily delineate traffic lanes within construction zones or other work areas. Accordingly, the latter type of roadway markers are known as temporary roadway markers and are usually attached or secured to the road surface by means of a suitable adhesive that can retain the roadway marker in its place upon the road surface during the temporary life of the roadway marker. More particularly, temporary roadway markers can serve, for example, as a means for identifying edge portions of the roadway, or alternatively, to delineate traffic lane lines and thereby demarcate separate lanes of traffic from each other in and around construction sites and other work zones. After the construction or other road work is completed, the temporary roadway markers are removed.
To be effective, the temporary roadway markers must clearly be capable of alerting motorists to the fact that they are nearing or entering a construction zone or work area, and therefore, the temporary roadway markers must in fact be effective both during daytime hours, nighttime hours, sunny conditions, cloudy conditions, inclement weather conditions, and the like. More particularly, one type of temporary roadway marker that has been extremely successful or effective in providing short-term temporary markings upon roadways both during daytime and nighttime hours, and which has also been able to adequately withstand the various impact forces that are normally impressed thereon by daily roadway vehicular traffic so as to in fact provide the desired service life required in connection with the installation of such temporary roadway markers, has been that type of temporary roadway marker which is known in the industry as a temporary raised pavement marker (TRPM). Examples of such temporary raised pavement markers (TRPMs) are disclosed, for example, within U.S. Pat. No. 6,109,820 which issued to Hughes, Sr. on Aug. 29, 2000, U.S. Pat. No. 5,788,405 which issued to Beard on Aug. 4, 1998, U.S. Pat. No. 5,460,115 which issued to Speer et al. on Oct. 24, 1995, U.S. Pat. No. 4,991,994 which issued to Edouart on Feb. 12, 1991, and U.S. Pat. No. 4,445,803 which issued to Dixon on May 1, 1984.
As can readily be appreciated from
With reference being further made to
The temporary raised pavement markers (TRPMs) 110 are normally placed upon the roadway surface during an extended period of time that construction or other road work is being performed upon the roadway surface, and therefore, the temporary raised pavement markers (TRPMs) 110 are normally placed upon the roadway surface prior to the completion of the entire construction or other road work as well as the application of the permanent traffic lane lines to the roadway surface. Accordingly, in order to protect the reflector strip, not shown, which is adapted to be disposed, housed, or accommodated within the space or channel 124 defined between the pair of horizontally disposed rib members 122,122, or alternatively, in order to protect the upper portion of the vertically upstanding leg member 114, when such portion of the temporary raised pavement marker (TRPM) 110 is to be used as the visual warning to oncoming motorists, from road paving materials, debris, and the like, a protective cover 126, fabricated from a suitable clear plastic material and having a substantially inverted U-shaped configuration, is disposed over the upper free edge portion of the temporary raised pavement marker (TRPM) 110. When the temporary raised pavement markers (TRPMs) 110 are to be subsequently used in conjunction with, for example, their traffic lane delineation functions, the protective covers 126 are removed, and still further, when the need for the temporary raised pavement markers (TRPMs) 110 is no longer required in view of the completion of the construction or other roadwork, and the application of the permanent traffic lane lines to the roadway surface has been performed, the temporary raised pavement markers (TRPMs) 110 themselves will obviously be removed from the roadway surface.
Until now, the process for mounting and securing the temporary raised pavement markers (TRPMs) 110 upon the roadway surfaces has been accomplished manually whereby construction workmen or other personnel would have to manually deposit the temporary raised pavement markers (TRPMs) 110 onto the roadway surface as a result of, for example, removing the release sheet 120 from the undersurface portion of the adhesive slab 118 and pressing the temporary raised pavement marker (TRPM) 110 onto the roadway surface so as to cause the adhesive bonding of the temporary raised pavement marker (TRPM) 110 to the roadway surface. In view of the fact that the construction workmen or other personnel are physically present upon the particular roadway surface during the performance of such temporary raised pavement marker (TRPM) application operations onto the roadway surface, the workmen or personnel are undesirably exposed to dangerous vehicular conditions present upon the roadway. In addition, the temporary raised pavement marker (TRPM) 110 application procedures are quite tedious, time-consuming, and problematic.
More particularly, it is noted that in connection with one conventional technique for currently fabricating temporary raised pavement markers (TRPMs), the temporary raised pavement markers (TRPMs) are initially manufactured as elongated structures having the aforenoted substantially L-shaped cross-sectional configuration, and the adhesive material and release liner components are then applied to the undersurface portions of the relatively short, normally horizontally disposed leg members thereof. Subsequently, the elongated structures are cut at predetermined locations thereof so as to provide finalized temporary raised pavement markers (TRPMs) having predetermined width dimensions. As can therefore be readily appreciated, however, as a result of such cutting or severing operations, the adhesive material and release liner components, as disposed upon the finalized temporary raised pavement markers (TRPMs), will have the same lateral extents, and therefore, the end portions of the release liner do not project laterally beyond the end portions of the adhesive material. Accordingly, the end portions of the adhesive material are effectively uncovered and exposed which presents problems in connection with the mechanical feeding of the temporary raised pavement markers (TRPMs) within automated machinery, as well as in connection with the packaging of the temporary raised pavement markers (TRPMs). Still further, it is to be noted and appreciated that when the adhesive material is applied to or deposited upon the undersurface portion of the relatively short leg of the elongated temporary raised pavement marker (TRPM) structure, the adhesive is applied or deposited in a heated state.
Subsequently, the adhesive material will cool, and as a result of the cooling process, the adhesive material undergoes a predetermined amount of shrinkage or contraction. Such shrinkage or contraction effectively forms a bond between the primary mass of the adhesive material and the release liner which effectively defines a line of demarcation or boundary which is known as a feather-edge bond. The feather-edge bond is very flexible and tends to bend along with the release liner. Accordingly, when it is attempted to remove the release liner from the adhesive material, in preparation for the application of each one of the temporary raised pavement markers (TRPMs) to the pavement surface, the feather-edge bond structure is placed in tension, and it has been noted that the tensile strength characteristics of the feather-edge bond structure are greater than the force levels normally required to peel the release liner from the adhesive material as well as the tensile or shear strength characteristics of the release liner per se. It can therefore be appreciated further that when the release liner is desired to be removed from its associated temporary raised pavement marker (TRPM), not only is such an operation difficult to achieve, but it often happens that the release liner and/or the adhesive material disposed upon the undersurface portion of the temporary raised pavement marker (TRPM) is damaged which can render the use of the particular temporary raised pavement marker (TRPM) unsuitable.
A need therefore exists in the art for a new and improved collated assembly of such temporary raised pavement markers (TRPMs) which will enable the new and improved collated assembly of temporary raised pavement markers (TRPMs) to be automatically applied to roadway surfaces by means of a new and improved system and method wherein the aforenoted operational drawbacks and disadvantages, characteristic of conventional or PRIOR ART temporary raised pavement markers (TRPMs), and the methods and techniques for applying such conventional or PRIOR ART temporary raised pavement markers (TRPMs) to roadway surfaces, are effectively overcome.
Accordingly, it is an object of the present invention to provide a new and improved collated assembly of temporary raised pavement markers (TRPMs), and a new and improved system and method for automatically serially applying such collated temporary raised pavement markers (TRPMs) to roadway surfaces.
Another object of the present invention is to provide a new and improved collated assembly of temporary raised pavement markers (TRPMs), and a new and improved system and method for automatically serially applying such collated temporary raised pavement markers (TRPMs) to roadway surfaces, which effectively overcome the various structural and operational drawbacks and disadvantages characteristic of PRIOR ART temporary raised pavement markers (TRPMs), as well as the methods and techniques for applying such temporary raised pavement markers (TRPMs) to roadway surfaces.
An additional object of the present invention is to provide a new and improved collated assembly of temporary raised pavement markers (TRPMs) which will readily facilitate the separation of each one of the temporary raised pavement markers (TRPMs) from its release liner so that the temporary raised pavement markers (TRPMs) can be readily and easily applied to roadway surfaces.
A further object of the present invention is to provide a new and improved collated assembly of temporary raised pavement markers (TRPMs) which will readily facilitate the separation of each one of the temporary raised pavement markers (TRPMs) from its release liner so that the temporary raised pavement markers (TRPMs) can be readily, easily, and automatically applied in a serial manner to roadway surfaces by means of the new and improved system and method of the present invention.
A last object of the present invention is to provide a new and improved collated assembly of temporary raised pavement markers (TRPMs) which will readily facilitate the separation of each one of the temporary raised pavement markers (TRPMs) from its release liner so that the temporary raised pavement markers (TRPMs) can be readily, easily, and automatically applied in a serial manner to roadway surfaces by means of the new and improved system and method of the present invention whereby operator personnel are not exposed to the hazards and dangers inherently characteristic of manual temporary raised pavement marker (TRPM) application techniques and methods.
The foregoing and other objectives are achieved in accordance with the teachings and principles of the present invention through the provision of a new and improved collated assembly of temporary raised pavement markers (TRPMs) wherein each one of the plurality of temporary raised pavement markers (TRPMs) has the undersurface portion of its adhesive material block mounted upon a single elongated release liner or release sheet such that the plurality of temporary raised pavement markers (TRPMs) are longitudinally separated from each other by means of predetermined spaces. Subsequently, the plurality of temporary raised pavement markers (TRPMs) are disposed in an overlapped or nested mode or state, and in accordance with a unique and novel feature characteristic of the present invention, the single elongated release liner or release sheet is disposed in a substantially fan-folded manner between each one of the temporary raised pavement markers (TRPMs) such that, as considered in the longitudinal direction of the release sheet or release liner, a portion of the fan-folded release sheet or release liner is disposed longitudinally inwardly from or forwardly of the longitudinal rear edge portion of the adhesive material block of the temporary raised pavement marker (TRPM) as considered in the direction of movement of the automatic apparatus for applying or depositing the temporary raised pavement markers (TRPMs) onto or upon the roadway surface.
Accordingly, it can be appreciated further that the aforenoted feather-edge bond boundary defined upon each temporary raised pavement marker (TRPM) between the release sheet or release liner, and the adhesive material block, is disposed at a longitudinal position which is located longitudinally inwardly from or forwardly of the longitudinal rear edge portion of the adhesive material block of the temporary raised pavement marker (TRPM). Consequently, when the particular temporary raised pavement marker (TRPM) is to be applied to or deposited upon the roadway surface, the fan-folded portion of the release sheet or release liner, as disposed beneath the temporary raised pavement marker (TRPM), will now be unfolded whereby the aforenoted featheredge bond boundary defined upon the temporary raised pavement marker (TRPM) between the release sheet or release liner, and the adhesive material block, will effectively be recombined with and integrally incorporated within the primary adhesive material block. Due to the greater affinity characteristics of the feather-edge bond with respect to the adhesive material block, as opposed to the affinity characteristics of the feather-edge bond with respect to the release sheet or release liner, the existence of the feather-edge bond has been effectively eliminated along with the operational difficulties of separating or peeling the release liner or release sheet from the adhesive material block. Thus, the temporary raised pavement markers (TRPMs) can be readily and easily serially separated from the single release liner or release sheet and accordingly applied to or deposited upon the roadway surface.
Various other objects, features, and attendant advantages of the present invention will be more fully appreciated from the following detailed description when considered in connection with the accompanying drawings in which like reference characters designate like or corresponding parts throughout the several views, and wherein:
Referring now to the drawings, and more particularly to
In accordance with another unique and novel feature characteristic of the collated array of temporary raised pavement markers (TRPMs) 210 of the present invention, it is further appreciated from the right side portion of
With reference continuing to be made to
Still yet further, with particular reference being additionally made to
Once the plurality of temporary raised pavement markers (TRPMs) 211 are secured upon the common release liner or release sheet 220, the temporary raised pavement markers (TRPMs) 211 are then adapted to be disposed within their nested or collated array 210 with respect to each other. More particularly, it is noted that, as a result of the disposition of the temporary raised pavement markers (TRPMs) 211 within the collated or nested array of temporary raised pavement markers (TRPMs) 210, as may best be appreciated from
As can be further appreciated from FIGS. 4,5, and 7, in order to individually and serially dispense or separate the plurality of temporary raised pavement markers (TRPMs) 211 from the collated array of temporary raised pavement markers (TRPMs) 210, and in order to subsequently apply the individually separated temporary raised pavement markers (TRPMs) 211 onto the roadway surface 230, a fixed stripper plate 244 is disposed at the lower end portion of the inclined collated array of the temporary raised pavement markers (TRPMs) 210, and it is seen that a leading end portion 246 of the release sheet or release liner 220 is routed around a trailing edge portion 248 of the stripper plate 244 so as to be drivingly connected to a release sheet or release liner take-up mechanism which is generally indicated by the reference character 250 as best appreciated from FIGS. 5 and 6. More particularly, the release sheet or release liner take-up mechanism 250 is seen to comprise an indexable roller 252, and a nip roller 254 is operatively associated with and biased into contact with the indexable roller 252 so as to define a nip therewith. The leading end portion 246 of the release sheet or release liner 220 is seen to be routed around the indexable roller 252 so as to initially pass beneath the indexable roller 252 and then over the upper side portion of the indexable roller 252 so as to pass through the nip defined between the indexable roller 252 and the nip roller 254. After passing through the nip defined between the indexable roller 252 and the nip roller 254, the leading end portion 246 of the release sheet or release liner 220 is passed over the nip roller 254 and is operatively fixed to a winder spool or take-up spool 256.
It is seen further that the indexable roller 252 is operatively connected to a drive motor 258 so as to be driven thereby, and the drive motor 258 is operatively connected to a program logic controller (PLC) 260 so as to be controlled thereby in a predetermined indexable manner. More particularly, and as will become more apparent hereinafter, when the program logic controller (PLC) 260 incrementally activates the indexable drive motor 258, the indexable drive motor 258 will cause the a predetermined length of the release sheet or release liner 220 to be longitudinally advanced, at a predetermined time, in order to successively dispense the leading or lowermost one of the temporary raised pavement markers (TRPMs) 211 from the nested or collated array of temporary raised pavement markers (TRPMs) 210 such that the temporary raised pavement markers (TRPMs) 211 can be applied onto the roadway surface 230 with predetermined distances defined between successive temporary raised pavement markers (TRPMs) 211. The program logic controller (PLC) 260 is also operatively connected to the winder spool or take-up spool 256 so as to activate the same, after the indexable roller 252 has been incrementally rotated, so as to effectively take-up or wind the slackened amount of release sheet or release liner 220 thereon. The take-up spool or winder spool 256 may have a suitable variable slip clutch mechanism, not shown, operatively associated therewith such that an excessive amount of wind-up torque is not impressed upon either the take-up spool or winder spool 256, the release sheet or release liner 220, or the nip roller 254.
It is noted further that a suitable mechanism, also not shown, may be employed to effectively bias or preload the nip roller 254 into contact with the indexable roller 252 such that a predetermined amount of pressure is effectively maintained between the indexable roller 252 and the nip roller 254 in order to drivably advance the release sheet or release liner 220 through the nip, defined between the indexable roller 252 and the nip roller 254, when desired. It is additionally noted that the program logic controller (PLC) 260 directly controls the indexable roller 252, as opposed to, for example, indexably controlling the take-up spool or winder spool 256, in order to indexably advance the release sheet or release liner 220, in view of the fact that as those portions of the release sheet or release liner 220, which have already been stripped from the individual temporary raised pavement markers (TRPMs) 211, are accumulated upon the take-up spool or winder spool 256, the diameter of the release sheet or release liner 220, as taken-up, wound, and accumulated upon the take-up spool or winder spool 256, is progressively increased. Therefore, if the program logic controller (PLC) 260 directly indexably advanced the take-up spool or winder spool 256 through means of a predetermined angular extent, different linear amounts of the release liner or release sheet 220 would effectively be advanced thereby advancing the individual temporary raised pavement markers (TRPMs) 211 through non-uniform distances. Accordingly, with reference still being made to
More particularly, as best seen in
Accordingly, the leading one of the temporary raised pavement markers (TRPMs) 211 will effectively be separated from the nested or collated array of the temporary raised pavement markers (TRPM) 210 and will be disposed at the position occupied by means of the temporary raised pavement marker (TRPM) 211-2 as illustrated within
It will also be recalled, as has been noted hereinbefore, that after the adhesive material, which was originally or initially applied or deposited in a heated state onto the undersurface portion of the relatively short leg member of the elongated temporary raised pavement marker (TRPM) structure, from which the individual temporary raised pavement markers (TRPMs) 211 were subsequently cut and formed, the adhesive material subsequently cools, and as a result of such cooling process, the adhesive material undergoes a predetermined amount of contraction or shrinkage. Such contraction or shrinkage of the adhesive material effectively forms a bond structure between the primary mass of the adhesive material and the release liner which includes and partially defines the aforenoted feather-edge bond boundary or line of demarcation. It can therefore be additionally appreciated from the structural arrangement of the collated or nested array of temporary raised pavement markers (TRPMs) 210, as disclosed within FIG. 4 and comprising the plurality of temporary raised pavement markers (TRPMs) 211, the plurality of adhesive pads or block members 218, and the fan-folded release sheet or release liner 220, that the aforenoted feather-edge bond boundaries, characteristic of the collated or nested array of temporary raised pavement markers (TRPMs) 210 of the present invention, are formed at the junction of each rearwardly disposed or oriented loop portion 236 of the release liner or release sheet 220 and rear edge regions of each adhesive pad or block member 218.
Consequently, as can be appreciated still further, and unlike or contrary to conventional or PRIOR ART temporary raised pavement markers (TRPMs), as disclosed, for example, within
In view of the fact that the chemical and structural affinity of the feather-edge bond structure, defined at the feather-edge bond boundary, is substantially greater with respect to the primary mass of adhesive material comprising the adhesive pad or block member 218, as opposed to the affinity of the feather-edge bond structure with respect to release sheet or release liner 220, then the recombining of such feather-edge bond structure with the primary mass of adhesive material comprising the adhesive pad or block member 218 effectively permits the feather-edge bond structure to be completely assimilated within the primary mass of adhesive material comprising the adhesive pad or block member 218. Such assimilation, in turn, effectively eliminates the adverse structural characteristics of the feather-edge bond structure, that is, the flimsy but flexible nature of the same, characterized by relatively high tensile strength properties, which otherwise prevents the readily easy separation, peeling, or stripping of the release sheet or release liner 220 from the particular one of the adhesive pads or block members 218 disposed upon a particular one of the temporary raised pavement markers (TRPMs) 211 to be deposited or applied onto the roadway surface 230. Accordingly, as a result of such effective assimilation of the feather-edge bond structure into or with the primary mass of adhesive material comprising the adhesive pad or block member 218 permits the release sheet or release liner 220 to be easily peeled, stripped, and separated from the adhesive pad or block member 218 of each one of the temporary raised pavement markers (TRPMs) 211 such that the individual temporary raised pavement markers (TRPMs) 211 can in fact be applied onto the roadway surface 230.
In connection with the actual deposition or application of the individual temporary raised pavement markers (TRPMs) 211 onto the roadway surface 230, and with particular reference being made to FIGS. 4,5 and 7, it is to be appreciated that as the release sheet or release liner 220 is being peeled or stripped from, for example, the second one of the temporary raised pavement markers (TRPMs) 211-2 and routed around the rear edge portion 248 of the stripper plate 244, the second temporary raised pavement marker (TRPM) 211-2 will tend to rotate or pivot around the rear edge portion 248 of the stripper plate 244 such that the second temporary raised pavement marker (TRPM) 211-2 will eventually be disposed upon the roadway surface 230 at the position depicted by means of the first temporary raised pavement marker (TRPMs) 211-1 within
Accordingly, as disclosed within
Subsequently, as the application wheel 230 passes over and beyond the first temporary raised pavement marker (TRPM) 211-1, which is now fixedly bonded to the roadway surface 230, the resiliency of the temporary raised pavement marker (TRPM) 211-1, which is inherently characteristic of the thermoplastic material from which all of the temporary raised pavement markers (TRPMs) 211 are fabricated, permits the vertically oriented large leg member 214 of the first temporary raised pavement marker (TRPM) 211-1 to attain and regain its normally upright, vertical orientation. It can of course be further appreciated that the plurality of temporary raised pavement markers (TRPMs) 211 are able to be accordingly successively or serially dispensed and deposited or applied onto the roadway surface 230 as a result of the indexable roller 252 being operationally indexed by means of its drive motor 258 which, in turn, is under the control of the program logic controller (PLC) 260 which issues energization signals at predeterminedly timed intervals such that the plurality of temporary raised pavement markers (TRPMs) 211 are applied to the roadway surface 230 at predeterminedly spaced locations along the roadway surface 230. It is noted in conjunction with the dispensing and application of the plurality of temporary raised pavement markers (TRPMs) 211 onto the roadway surface 230 that a suitable sensor, such as, for example, a photodetector array 264 may be disposed within the vicinity of the stripper plate 248, as illustrated, for example, within FIG. 7. Accordingly, whenever the photodetector array 264 detects the presence of a successive one of the temporary raised pavement markers (TRPMs) 211, a signal is transmitted to the program logic controller (PLC) 260 so as to initiate an index motor drive movement at a predetermined time in order to dispense and apply another temporary raised pavement marker (TRPM) 211 onto the roadway surface 230.
It is lastly noted that when a particular collated or nested array of temporary raised pavement markers (TRPMs) 210 have been deposited and applied onto the roadway surface 230, and the supply of temporary raised pavement markers (TRPMs) 211 disposed upon a particular section or length of release sheet or release liner 220 has been depleted or exhausted, a new or fresh supply of temporary raised pavement markers (TRPMs) 211 can be deposited and applied to the roadway surface 230 simply by means of effectively connecting a leading end portion 246 of the new or fresh release sheet or release liner 220, having a new or fresh supply of temporary raised pavement markers (TRPMs) 211 disposed thereon, to the trailing end portion 234 of the exhausted or depleted release sheet or release liner 220. The connection means for the release sheets or release liners 220 may vary, such as, for example, a suitable adhesive may be applied to the leader and trailer sections 246,234, or alternatively, other mechanical means may be employed. In either case, continuous automatic operation of the temporary raised pavement marker (TRPM) application system can be achieved. It is likewise noted that while the various structural and operational components of the temporary raised pavement marker (TRPM) application system, as disclosed, for example, within
Alternatively, for example, the stripper plate 244 may be disposed at a predetermined angle with respect to, for example, the plane within which the applicator wheel 262 is disposed whereby the longitudinal extent of the applicator system may be effectively shortened while the lateral extent of the applicator system may be accordingly extended. In this manner, different spatial requirements may be accommodated. Still further, while the applicator system of the present invention has been disclosed as being capable of depositing or applying a single line of temporary raised pavement markers (TRPMs) 211 onto the roadway surface, similar, side-by-side systems may be effectively arranged so as to be capable of simultaneously depositing or applying a dual row of temporary raised pavement markers (TRPMs) 211 as has also been disclosed within the aforenoted United States Patent Application entitled TEMPORARY RAISED PAVEMENT MARKER (TRPM) APPLICATOR MACHINE FOR AUTOMATICALLY APPLYING PAVEMENT MARKERS TO ROAD SURFACES, filed on Sep. 20, 2002, and assigned Ser. No. 10/247,436.
Thus, it may be seen that in accordance with the principles and teachings of the present invention, there has been provided a new and improved collated or nested array of temporary raised pavement markers (TRPMs) wherein the plurality of temporary raised pavement markers (TRPMs) are fixedly secured upon a release sheet or release liner at predetermined, longitudinally spaced locations along the release sheet or release liner, and wherein, in accordance with a unique and novel feature characteristic of the present intion, the release sheet or release liner is fan-folded between the successively stacked or nested temporary raised pavement markers (TRPMs) in such a manner that the rearwardly disposed or oriented folds or loops of the release sheet or release liner is disposed beneath each associated one of the adhesive pad or block members of the respective temporary raised pavement markers (TRPMs) at a position just forward of the rear edge portion of the adhesive pad or block member. In this manner, when the release sheet or release liner is to be peeled or stripped from each successive temporary raised pavement marker (TRPM), the release sheet or release liner is effectively unfolded so as to effectively cause the feather-edge bond boundary to be recombined with the primary mass of the adhesive pad or block member and thereby be assimilated thereby. Accordingly, the peeling or stripping of the release sheet or release liner from the plurality of temporary raised pavement markers (TRPMs) is able to be achieved without encountering the difficulties previously characteristic of PRIOR ART temporary raised pavement markers (TRPMs).
Obviously, many variations and modifications of the present invention are possible in light of the above teachings. It is therefore to be understood that within the scope of the appended claims, the present invention may be practiced otherwise than as specifically described herein.
This patent application is a Divisional patent application of prior U.S. patent application Ser. No. 10/302,994, which was filed on Nov. 25, 2002.
Number | Name | Date | Kind |
---|---|---|---|
1766073 | Hartzler et al. | Jun 1930 | A |
1833124 | Rand | Nov 1931 | A |
3380428 | Abrams | Apr 1968 | A |
3399607 | Ludwig | Sep 1968 | A |
3453660 | Daigle et al. | Jul 1969 | A |
3963362 | Hollis | Jun 1976 | A |
4089730 | Mahn | May 1978 | A |
4111581 | Auriemma | Sep 1978 | A |
4136991 | Clark et al. | Jan 1979 | A |
4445803 | Dixon | May 1984 | A |
4521129 | Krech et al. | Jun 1985 | A |
4534673 | May | Aug 1985 | A |
4542709 | Spaugh | Sep 1985 | A |
4645168 | Beard | Feb 1987 | A |
4792259 | Eigenmann | Dec 1988 | A |
4974990 | Anderson et al. | Dec 1990 | A |
4991994 | Edouart | Feb 1991 | A |
5327850 | Sly et al. | Jul 1994 | A |
5391015 | Kaczmarczik et al. | Feb 1995 | A |
5392728 | Speer et al. | Feb 1995 | A |
5393166 | Stock et al. | Feb 1995 | A |
5460115 | Speer et al. | Oct 1995 | A |
5515807 | Speer et al. | May 1996 | A |
5788405 | Beard | Aug 1998 | A |
5853263 | Green | Dec 1998 | A |
5853846 | Clark et al. | Dec 1998 | A |
5934822 | Green | Aug 1999 | A |
6109820 | Hughes, Sr. | Aug 2000 | A |
6712548 | Rogers et al. | Mar 2004 | B1 |
Number | Date | Country |
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WO9502731 | Jan 1995 | WO |
Number | Date | Country | |
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20040146350 A1 | Jul 2004 | US |
Number | Date | Country | |
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Parent | 10302994 | Nov 2002 | US |
Child | 10701407 | US |