Mats for use in paved surfaces
View Patent ↗A method of repairing a paved surface utilizes a nonwoven or woven fibrous mat made from fibers including polymer fibers, the polymer fibers having a melting point greater than about 320° F. (160° C.). The mat has a load-elongation behavior such that when the mat is subject to tensile stress, the mat achieves at least 90% of its ultimate load at an elongation not greater than 5% of the specimen length in the direction of applied stress. Another mat comprises a nonwoven or woven fibrous mat made from fibers selected from the group consisting of mineral fibers, polymer fibers, natural fibers, and mixtures thereof, and a rubbery binder. Another mat comprises a nonwoven or woven fibrous mat made from a blend of high melt polymer fibers having a melting point of at least 350° F. (177° C.) and low melt polymer fibers having a melting point of less than 350° F. (177° C.).
1. A method of improving a paved surface comprising the steps of:
(a) applying a layer of liquefied asphalt on a surface;
(b) applying a mat comprising a nonwoven mat produced from a mixture of mineral fibers and polymer fibers, the fibers having a melting point above 330° F. (166° C.) the mat having a load-elongation behavior such that the mat achieves at least 90% of its ultimate load at an elongation not greater than 5% of the mat length in the direction of applied tensile stress, on the surface, the liquefied asphalt penetrating and soaking the mat; and
(c) applying a layer of paving material over the mat.
2. A method according to claim 1 wherein the fibers have a melting point of at least about 350° F. (177° C.).
3. A method of improving a paved surface comprising the steps of:
(a) applying a layer of liquefied asphalt on a surface;
(b) applying a mat on the surface, the mat comprising a nonwoven mat produced from a mixture of mineral fibers and polymer fibers, the fibers having a melting point above 330° F. (166° C.) the mat having a load elongation behavior such that the mat achieves at least 90% of its ultimate load at an elongation not greater than 5% of the mat length in the direction of applied tensile stress, the liquefied asphalt penetrating and soaking the mat; and
(c) applying a layer of paving material over the mat;
wherein the mat in step (b) has a load-elongation behavior such that the mat achieves at least 90% of its ultimate load at an elongation not greater than 5% of the mat length in the direction of applied tensile stress.