Two Layer Pavement Preservation System
Abstract
A pavement preservation system comprises two layers of specialized chip seal applications. The first layer is a Polymer Modified Asphalt Rubber chip seal application. This layer is composed of an application of Polymer Modified Asphalt Rubber binder followed by a hot pre-coated ⅜ or ½ inch aggregate placed at 28 to 34 pounds per square yard and rolled into the binder material. The second layer is a Rubberized Asphalt Binder chip seal application. This layer is composed of an application of Rubberized Asphalt Binder followed by a hot pre-coated ⅛ inch aggregate placed at 10 to 14 pounds per square yard and rolled into the binder material.
Claims
exact text as granted — not AI-modified1 . A method for installing a dual layer pavement preservation system, comprising the steps of
preparing the pavement to receive an asphalt surface; applying a layer of hot polymer modified asphalt rubber binder; applying a layer of ⅜ inch or ½ inch aggregate that is hot pre-coated with 0.5 to 1.0 percent asphalt cement; rolling the aggregate into the binder material; allowing the combined binder and aggregate to cure; removing any loose aggregate; applying a layer of hot rubberized asphalt binder; applying a layer of ⅛ inch aggregate that is hot pre-coated with 0.5 to 1.0 percent asphalt cement; rolling the ⅛ inch aggregate into the rubberized asphalt binder material; allowing the combined binder and ⅛ inch aggregate to cure; and removing any loose aggregate.
2 . The method of claim 1 wherein the polymer modified asphalt rubber binder is applied at a rate of about 0.60 to 0.70 gallons per square yard.
3 . The method of claim 1 wherein the ⅜ or ½ inch aggregate is placed at about 28 to 34 pounds per square yard.
4 . The method of claim 1 wherein the rubberized asphalt binder is applied at a rate of about 0.20 to 0.23 gallons per square yard.
5 . The method of claim 1 wherein the ⅛ inch aggregate is placed at about 10 to 14 pounds per square yard.
6 . The method of claim 1 wherein the polymer modified asphalt rubber binder comprises about 15 to 18 percent by weight of reclaimed tire rubber crumb rubber modifier and about 2 percent by weight of SBS polymer, and the rubberized asphalt binder comprises about 5 to 10 percent by weight of reclaimed tire rubber crumb rubber modifier and about 2 to 4 percent by weight of SBS polymer.
7 . The method of claim 6 wherein the polymer modified asphalt rubber binder is prepared in a blender unit in which asphalt cement is combined with crumb rubber modifier and SBS polymer at a temperature between about 375° F. and 450° F., reacted in a distributor truck or reaction vessel at a temperature between about 375° F. and 425° F., and applied to the pavement at a temperature between about 375° F. and 400° F.
8 . The method of claim 6 wherein the rubberized asphalt binder is prepared in a blender unit in which asphalt cement is combined with crumb rubber modifier and SBS polymer at a temperature between about 375° F. and 450° F., reacted in a distributor truck or reaction vessel at a temperature between about 375° F. and 425° F., and applied to the pavement at a temperature between about 375° F. and 400° F.
9 . A dual layer pavement preservation system comprising a polymer modified asphalt rubber chip seal layer in contact with the pavement; and a rubberized asphalt binder chip seal layer on top of the polymer modified asphalt rubber chip seal layer.
10 . The system of claim 9 wherein the polymer modified asphalt rubber chip seal layer includes a binder comprising performance graded asphalt cement and about 15 to 18 percent by weight of reclaimed tire rubber crumb rubber modifier and about 2 percent by weight of SBS polymer.
11 . The system of claim 10 wherein the rubberized asphalt binder comprises performance grade asphalt cement and about 5 to 10 percent by weight of reclaimed tire rubber crumb rubber modifier and about 2 to 4 percent by weight of SBS polymer.Join the waitlist — get patent alerts
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