CA2500444A1 - Method for repairing holes in pavement - Google Patents
Method for repairing holes in pavement Download PDFInfo
- Publication number
- CA2500444A1 CA2500444A1 CA 2500444 CA2500444A CA2500444A1 CA 2500444 A1 CA2500444 A1 CA 2500444A1 CA 2500444 CA2500444 CA 2500444 CA 2500444 A CA2500444 A CA 2500444A CA 2500444 A1 CA2500444 A1 CA 2500444A1
- Authority
- CA
- Canada
- Prior art keywords
- cover sheet
- hole
- pavement
- waterproofing cover
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/005—Methods or materials for repairing pavings
Abstract
A method for repairing a hole in pavement comprises the steps of filling the hole with a filling material. One or more waterproofing cover sheet are placed over the hole, such that the hole and a portion of a surrounding area of the hole are covered. The waterproofing cover sheet is heated so as to make the waterproofing cover sheet adhere to the pavement, whereby the waterproofing cover sheet generally prevents water from infiltrating into the repaired pavement.
Description
METHOD FOR REPAIRING HOLES IN PAVEMENT
BACKGROUND OF THE INVENTION
1. Field of the Invention The present invention relates to the process of repairing holes in pavement, such as potholes in roads, streets and the like.
BACKGROUND OF THE INVENTION
1. Field of the Invention The present invention relates to the process of repairing holes in pavement, such as potholes in roads, streets and the like.
2. Backcrround Art Potholes commonly develop in pavement and are a constant source of inconvenience and danger. They are also notoriously difficult to repair, especially in colder climates. Repeated cycles of freezing and thawing can render pothole repairs ineffectual if water infiltrates into the repaired pavement and expands when temperatures drop below freezing. Consequently, it is desirable to limit the amount of water that can infiltrate into repaired pavement.
Furthermore, vehicular traffic tends to wear out repaired potholes. It is thus desirable to protect a repaired pothole from the friction caused by tires.
Prior-art methods and processes have been developed to help repair potholes by protecting the repaired pavement from water infiltration. Such methods and processes include a step of placing or applying a waterproofing layer over the repaired pothole.
For example, U.S. Patent No. 5,183,353, issued on February 2, 1993 to Buckelew, describes a method of repairing holes in pavement wherein a sheet of material is laid down over a coating of tar applied over the top of the paving repair material. This is not practical in colder climates because the coating of tar requires that machinery providing hot tar be available at the pothole location.
U.S. Patent No. 5,630,677, issued to Barroso on May 20, 1997, describes a method for repairing cracked pavement that has the same disadvantage.
U.S. Patent No. 5,660,498, issued on August 26, 1997 to Freeman, also describes a method of repairing roadways wherein an asphaltic upper top mat covers the filler material, extends over the damaged region and adheres to the roadway surface. The adherence of such a top mat is less than ideal, especially in colder climates.
U.S. Patent No. 5,749,674, issued to Wilson, Sr., on May 12, 1998, describes another method of repairing pavement wherein a layer of polymer-fortified portland cement is applied during the filling to the hole and allowed to cure for a sufficient period of time before applying a waterproof sealer layer over the entire repaired area. This is also a method that is ill adapted to the rigors of a cold climate, since it requires the machinery and time necessary to use a cement to repair the hole.
It would therefore be desirable to provide a simple and efficient method of repairing potholes that is generally waterproof and that does not require excessive manpower or complex machinery.
SUi~IARY OF INVENTION
It is therefore an aim of the present invention to provide a novel method for repairing holes in pavement.
It is a further aim of the present invention to provide a method for repairing holes in pavement that addresses issues pertaining to prior art.
Therefore, in accordance with the present invention, there is provided a method for repairing a hole in pavement, comprising the steps of: i) filling the hole with a filling material; ii) placing at least one waterproofing cover sheet over the hole, such that the hole and a portion of a surrounding area of the hole are covered;
and iii) heating the waterproofing cover sheet so as to make the waterproofing cover sheet adhere to the pavement;
whereby the waterproofing cover sheet generally prevents water from infiltrating into the repaired pavement.
Furthermore, vehicular traffic tends to wear out repaired potholes. It is thus desirable to protect a repaired pothole from the friction caused by tires.
Prior-art methods and processes have been developed to help repair potholes by protecting the repaired pavement from water infiltration. Such methods and processes include a step of placing or applying a waterproofing layer over the repaired pothole.
For example, U.S. Patent No. 5,183,353, issued on February 2, 1993 to Buckelew, describes a method of repairing holes in pavement wherein a sheet of material is laid down over a coating of tar applied over the top of the paving repair material. This is not practical in colder climates because the coating of tar requires that machinery providing hot tar be available at the pothole location.
U.S. Patent No. 5,630,677, issued to Barroso on May 20, 1997, describes a method for repairing cracked pavement that has the same disadvantage.
U.S. Patent No. 5,660,498, issued on August 26, 1997 to Freeman, also describes a method of repairing roadways wherein an asphaltic upper top mat covers the filler material, extends over the damaged region and adheres to the roadway surface. The adherence of such a top mat is less than ideal, especially in colder climates.
U.S. Patent No. 5,749,674, issued to Wilson, Sr., on May 12, 1998, describes another method of repairing pavement wherein a layer of polymer-fortified portland cement is applied during the filling to the hole and allowed to cure for a sufficient period of time before applying a waterproof sealer layer over the entire repaired area. This is also a method that is ill adapted to the rigors of a cold climate, since it requires the machinery and time necessary to use a cement to repair the hole.
It would therefore be desirable to provide a simple and efficient method of repairing potholes that is generally waterproof and that does not require excessive manpower or complex machinery.
SUi~IARY OF INVENTION
It is therefore an aim of the present invention to provide a novel method for repairing holes in pavement.
It is a further aim of the present invention to provide a method for repairing holes in pavement that addresses issues pertaining to prior art.
Therefore, in accordance with the present invention, there is provided a method for repairing a hole in pavement, comprising the steps of: i) filling the hole with a filling material; ii) placing at least one waterproofing cover sheet over the hole, such that the hole and a portion of a surrounding area of the hole are covered;
and iii) heating the waterproofing cover sheet so as to make the waterproofing cover sheet adhere to the pavement;
whereby the waterproofing cover sheet generally prevents water from infiltrating into the repaired pavement.
Further in accordance with the present invention, there is provided a method for making a waterproofing cover sheet to be used to repair holes in pavement, comprising the steps of: i) heating the waterproof material to liquefaction; ii) pouring the waterproof material onto the low-heat-resistant sheet material; and iii) cooling the waterproof material.
BRIEF DESCRIPTION OF THE DRAWINGS
Having thus generally described the nature of the l0 invention, reference will now be made to the accompanying drawings, showing by way of illustration a preferred embodiment thereof and in which:
Fig. 1 is a cross-section view of a hole in pavement repaired in accordance with a preferred embodiment of the present invention; and Fig. 2 is a top plan view of the hole in pavement of Fig. 1.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
Referring now to the drawings and, more 2o particularly, to Fig. 1, a hole in pavement repaired in accordance with a preferred embodiment of the present invention is generally shown at 10. Pavement is shown at 12 and a ground sublayer at 14. A hole 16 has been filled with filler material 18 and covered using a waterproofing cover sheet 20 and a layer of loose material 22.
The present method of repairing the hole 16 comprises a step of filling the hole 16 with a filler material 18. The filler material 18 is typically in a form of a solid material of relatively high density so as to be capable of withstanding pressures (such as that caused by a vehicle). For instance, a suitable filler material 18 is a paving material such as cold or hot asphalt. It is understood that any other suitable paving material known in the art could also be used. It is contemplated to compact the filler material 18 (e. g., cold asphalt) so as to ensure that the hole 16 is properly filled, for instance, preventing the presence of voids in the filler material 18, or between the filler material 18 and the surface of the hole 16.
Once the hole 16 is filled with the filler material 18, one or more of the waterproofing cover sheet 20 is placed over the filling material 18 and a surrounding area 24 of the hole 16. Multiple waterproofing cover sheets may be required for complete coverage depending on the size of the sheet and the area of the pavement to be repaired.
The waterproofing cover sheets) 20 is 15 subsequently heated so as to adhere to the filler material 18 and the surrounding area 24. The heating of the cover sheet 20 can be performed using various methods. For example, a simple hand torch may be used to heat the waterproofing cover sheet 20, thus necessitating very little 20 manpower to complete the step. When heated at a high temperature, the waterproofing cover sheet 20 can liquefy (e. g., reach a boiling point of the material of the cover sheet 20) and increase its adherence to the pavement. The material of the cover sheet 20, in its liquefied state, can penetrate the interstices of the filler material 18 and surrounding area 24, thereby increasing protection from water infiltration. Moreover, the filling material 18 is concealed within the hole 16, and protected from the contact of vehicles or the like by the cover sheets) 20.
It is contemplated to provide the waterproofing cover sheet 20 in two layers. A first layer consists of a low-heat-resistant material supporting a cover material, such as parchment paper. A second layer consists of a generally waterproof material such as bituminous material, a polymer, or a mixture of both. It is understood that other waterproof materials can also be used. The layer of heat-resistant material can be removed prior to the step of heating the waterproofing cover sheet, or it can be incinerated during the heating step.
The waterproofing cover sheets are preferably prefabricated. by pouring liquefied waterproof material onto the low-heat-resistant material and letting it cool. As described above, it is understood that the waterproofing material could consists of a bituminous material, a polymer, or a mixture of both. The cooling step can be performed by either by letting the waterproofing cover sheets 20 sit at ambient temperature or by accelerating the process using some type of refrigeration.
It is also contemplated to clean the surrounding area 24 and heat the surrounding area 24 prior to covering the filler material 18 and surrounding area 24 in order to improve the adherence of the waterproofing cover sheet.
Once the waterproofing cover sheet 20 has been heated to adhere to the repaired hole and surrounding pavement, it is considered to spread loose material, such as dust, gravel, sand or the like over the waterproofing cover sheet in order to reduce its tackiness. Much of this loose material sticks to the heated waterproofing cover sheet, thereby protecting the waterproofing cover sheet from passing traffic or passersby. Advantageously, the presence of loose material 22 rapidly renders the repaired hole into condition for sustaining the wear caused by vehicles, by reducing the tacky surface of the cover sheets 20. In an effort to reduce costs and simplify the procedure, loose material already found on the surrounding pavement 12 is preferably used to cover the waterproofing cover sheet 20 thus removing the necessity of transporting additional materials to complete the pothole repair process.
BRIEF DESCRIPTION OF THE DRAWINGS
Having thus generally described the nature of the l0 invention, reference will now be made to the accompanying drawings, showing by way of illustration a preferred embodiment thereof and in which:
Fig. 1 is a cross-section view of a hole in pavement repaired in accordance with a preferred embodiment of the present invention; and Fig. 2 is a top plan view of the hole in pavement of Fig. 1.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
Referring now to the drawings and, more 2o particularly, to Fig. 1, a hole in pavement repaired in accordance with a preferred embodiment of the present invention is generally shown at 10. Pavement is shown at 12 and a ground sublayer at 14. A hole 16 has been filled with filler material 18 and covered using a waterproofing cover sheet 20 and a layer of loose material 22.
The present method of repairing the hole 16 comprises a step of filling the hole 16 with a filler material 18. The filler material 18 is typically in a form of a solid material of relatively high density so as to be capable of withstanding pressures (such as that caused by a vehicle). For instance, a suitable filler material 18 is a paving material such as cold or hot asphalt. It is understood that any other suitable paving material known in the art could also be used. It is contemplated to compact the filler material 18 (e. g., cold asphalt) so as to ensure that the hole 16 is properly filled, for instance, preventing the presence of voids in the filler material 18, or between the filler material 18 and the surface of the hole 16.
Once the hole 16 is filled with the filler material 18, one or more of the waterproofing cover sheet 20 is placed over the filling material 18 and a surrounding area 24 of the hole 16. Multiple waterproofing cover sheets may be required for complete coverage depending on the size of the sheet and the area of the pavement to be repaired.
The waterproofing cover sheets) 20 is 15 subsequently heated so as to adhere to the filler material 18 and the surrounding area 24. The heating of the cover sheet 20 can be performed using various methods. For example, a simple hand torch may be used to heat the waterproofing cover sheet 20, thus necessitating very little 20 manpower to complete the step. When heated at a high temperature, the waterproofing cover sheet 20 can liquefy (e. g., reach a boiling point of the material of the cover sheet 20) and increase its adherence to the pavement. The material of the cover sheet 20, in its liquefied state, can penetrate the interstices of the filler material 18 and surrounding area 24, thereby increasing protection from water infiltration. Moreover, the filling material 18 is concealed within the hole 16, and protected from the contact of vehicles or the like by the cover sheets) 20.
It is contemplated to provide the waterproofing cover sheet 20 in two layers. A first layer consists of a low-heat-resistant material supporting a cover material, such as parchment paper. A second layer consists of a generally waterproof material such as bituminous material, a polymer, or a mixture of both. It is understood that other waterproof materials can also be used. The layer of heat-resistant material can be removed prior to the step of heating the waterproofing cover sheet, or it can be incinerated during the heating step.
The waterproofing cover sheets are preferably prefabricated. by pouring liquefied waterproof material onto the low-heat-resistant material and letting it cool. As described above, it is understood that the waterproofing material could consists of a bituminous material, a polymer, or a mixture of both. The cooling step can be performed by either by letting the waterproofing cover sheets 20 sit at ambient temperature or by accelerating the process using some type of refrigeration.
It is also contemplated to clean the surrounding area 24 and heat the surrounding area 24 prior to covering the filler material 18 and surrounding area 24 in order to improve the adherence of the waterproofing cover sheet.
Once the waterproofing cover sheet 20 has been heated to adhere to the repaired hole and surrounding pavement, it is considered to spread loose material, such as dust, gravel, sand or the like over the waterproofing cover sheet in order to reduce its tackiness. Much of this loose material sticks to the heated waterproofing cover sheet, thereby protecting the waterproofing cover sheet from passing traffic or passersby. Advantageously, the presence of loose material 22 rapidly renders the repaired hole into condition for sustaining the wear caused by vehicles, by reducing the tacky surface of the cover sheets 20. In an effort to reduce costs and simplify the procedure, loose material already found on the surrounding pavement 12 is preferably used to cover the waterproofing cover sheet 20 thus removing the necessity of transporting additional materials to complete the pothole repair process.
Claims (15)
1. ~A method for repairing a hole in pavement, comprising the steps of:
i) filling the hole with a filling material;
ii) placing at least one waterproofing cover sheet over the hole, such that the hole and a portion of a surrounding area of the hole are covered; and iii) heating the waterproofing cover sheet so as to make the waterproofing cover sheet adhere to the pavement;
whereby the waterproofing cover sheet generally prevents water from infiltrating into the repaired pavement.
i) filling the hole with a filling material;
ii) placing at least one waterproofing cover sheet over the hole, such that the hole and a portion of a surrounding area of the hole are covered; and iii) heating the waterproofing cover sheet so as to make the waterproofing cover sheet adhere to the pavement;
whereby the waterproofing cover sheet generally prevents water from infiltrating into the repaired pavement.
2. ~The method as defined in claim 1, wherein step i) is performed by inserting the filling material into the hole and compacting the filling material.
3. ~The method as defined in claim 2, wherein the filling material is cold asphalt.
4. ~The method as defined in claim 1, further comprising a step of cleaning the surrounding area of the hole, prior to step ii).
5. ~The method as defined in claim 1, further comprising a step of heating the area surrounding the hole, performed prior to step ii), so as to ensure that the waterproofing cover sheet generally adheres to the pavement.
6. ~The method as defined in claim 1, further comprising a step iv) of covering the waterproofing cover sheet with loose material so as to reduce the tackiness of the waterproofing cover sheet.
7. ~The method as defined in claim 6, wherein step iv) is performed by covering the waterproofing cover sheet with existing loose material found on the pavement.
8. ~The method as defined in claim 1, wherein the waterproofing cover sheet has a layer of low-heat-resistant material supporting a layer of waterproof material, the layer of low-heat-resistant material being incinerated during step iii).
9. ~The method as defined in claim 1, wherein the waterproofing cover sheet has a layer of low-heat-resistant material supporting a layer of waterproof material, the layer of low-heat-resistant material being removed from the layer of waterproof material prior to step iii).
10. ~The method as defined in claim 5, wherein the step of heating the waterproofing cover sheet is performed by generally liquefying the layer of waterproof material.
11. ~A method for making a waterproofing cover sheet to be used to repair holes in pavement, comprising the steps of:
i) heating the waterproof material to liquefaction;
ii) pouring the waterproof material onto the low-heat-resistant sheet material; and iii) cooling the waterproof material.
i) heating the waterproof material to liquefaction;
ii) pouring the waterproof material onto the low-heat-resistant sheet material; and iii) cooling the waterproof material.
12. ~The method as defined in claim 11, wherein the heat-resistant material is parchment paper.
13. ~The method as defined in claim 11, wherein the waterproof material is bituminous.
14. ~The method as defined in claim 11, wherein the waterproof material is a polymer.
15. ~The method as defined in claim 11, wherein the waterproof material is a mixture of bituminous and a polymer.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA 2500444 CA2500444A1 (en) | 2005-03-11 | 2005-03-11 | Method for repairing holes in pavement |
| CA 2539152 CA2539152A1 (en) | 2005-03-11 | 2006-03-10 | Method for repairing holes in pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA 2500444 CA2500444A1 (en) | 2005-03-11 | 2005-03-11 | Method for repairing holes in pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2500444A1 true CA2500444A1 (en) | 2006-09-11 |
Family
ID=36998134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA 2500444 Abandoned CA2500444A1 (en) | 2005-03-11 | 2005-03-11 | Method for repairing holes in pavement |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA2500444A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780632A (en) * | 2016-02-29 | 2016-07-20 | 南京林业大学 | Test method for ravelling degree of water drainage pavement |
-
2005
- 2005-03-11 CA CA 2500444 patent/CA2500444A1/en not_active Abandoned
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105780632A (en) * | 2016-02-29 | 2016-07-20 | 南京林业大学 | Test method for ravelling degree of water drainage pavement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20060204332A1 (en) | Method for repairing holes in pavement | |
| US6193793B1 (en) | Asphaltic compositions and uses therefor | |
| US6074128A (en) | Method of repairing cracks in roadways | |
| US5556225A (en) | Method for repairing asphalt pavement | |
| CN105949797B (en) | Void reducing asphalt membrane compositions, methods and apparatus for asphalt paving applications | |
| WO2009063632A1 (en) | Method of continuously repaving asphalt mixture layer of paved road in-situ and self-propelled vehicle system therefor | |
| US5630677A (en) | Method for repair of cracked pavement | |
| CA2541220A1 (en) | Method of reconstructing a bituminous-surfaced pavement | |
| US5441360A (en) | Asphaltic compositions and uses therefor | |
| US20030026654A1 (en) | Method of reinforcing and waterproofing a paved surface | |
| US20060204330A1 (en) | Method for repairing holes in pavement | |
| CA2174397A1 (en) | Pavement sealing product and method | |
| Shukla et al. | Functions and installation of paving geosynthetics | |
| CA1048835A (en) | Method of providing a surface dressing for a roadway | |
| CA2500444A1 (en) | Method for repairing holes in pavement | |
| CA2539152A1 (en) | Method for repairing holes in pavement | |
| KR101236189B1 (en) | The asphalted road and the method using the sheet | |
| WO2002020661A9 (en) | Paving and sealing composition and method of use | |
| JP3666865B2 (en) | Road pavement structure and its integrated pavement with its surroundings | |
| US20090067926A1 (en) | Thermoplastic pothole repair material and method | |
| GB2200645A (en) | Improved material for, and method of, repairing or surfacing roads and the like | |
| KR100187557B1 (en) | Expansion joints apparatus and method for repairing crack | |
| KR20120108248A (en) | Asphalt pavement structure and construction method thereof | |
| US20020160107A1 (en) | Asphalt paving method including liquid sealer | |
| RU2171237C1 (en) | Method for pavement repair |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FZDE | Dead |