Void reducing asphalt membrane composition, method and apparatus for asphalt paving applications
A method of sealing pavement joints includes the steps of dispensing a first band of void reducing joint composition on a substrate. Applying a first pass of pavement over at least a portion of the void reducing joint composition. Dispensing a second pass of void reducing joint composition on the substrate. Applying a second pass of pavement of the second band of void reducing joint composition and against an edge of the first pass of pavement.
1. A method of forming a pavement construction joint, comprising:
dispensing a first band of a void reducing joint composition on a substrate, wherein the first band comprises a width of about 4 to about 24 inches;
permitting the application of a first paving pass over the first band of joint composition;
dispensing a second band of a void reducing joint composition on the substrate, wherein the second band comprises a width of about 4 to about 24 inches;
permitting the application of a second paving pass over the second band of joint composition, wherein the second paving pass is positioned against an edge of the first paving pass to form a pavement construction joint having a volume of air voids; and
allowing at least a portion of the joint composition from the first band or the second band to migrate upward to reduce the volume of air voids.
2. The method of claim 1 , wherein the substrate comprises a pre-existing pavement roadway.
3. The method of claim 1 , wherein the void reducing joint composition comprises at least one asphaltic binder, at least one elastomeric polymer, at least one thickener, and at least one additive to reduce tackiness.
4. The method of claim 1 , wherein the bands of joint composition comprise a thickness of about 1/16 to about ⅜ inch.
5. The method of claim 1 , wherein the substrate comprises at least one of an asphalt concrete, a cement concrete, a milled asphalt concrete, a brick surface, or a chip seal surface.
6. The method of claim 1 , wherein the substrate comprises a milled asphalt concrete.
7. The method of claim 1 , wherein the joint compositions are resistant to lateral flow across the substrate.
8. The method of claim 1 , wherein the bands of joint composition are dispensed using a spray application vehicle.
9. The method of claim 1 , wherein the void reducing joint compositions consist essentially of at least one asphaltic binder, at least one elastomeric polymer, at least one thickener, and at least one additive to reduce tackiness.
10. The method of claim 9 , wherein the at least one elastomeric polymer comprises a styrene-butadiene-styrene polymer.
11. The method of claim 9 , wherein the joint compositions comprise about 85 to about 97 wt. % of the least one asphalt binder.