A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A method for providing an asphalt pavement with a new wearing surface is provided. The method comprises transferring a road plating composition to a surface of an asphalt pavement, the road plating composition comprising a binder and graded stone; and irradiating the road 5 plating composition and a surface layer of the asphalt pavement with a radiation having a preselected peak wavelength of from 1 nm to 10000 nm, whereby the asphalt pavement is provided with a new wearing surface comprising the irradiated road plating composition atop the irradiated surface layer of the asphalt pavement, wherein the peak wavelength of the radiation is selected such that the radiation penetrates through and heats the road plating composition and the 0 surface layer of the asphalt pavement to a depth of at least two inches from a topmost pavement surface, wherein a temperature differential throughout a top two inches of the pavement is 1 00'F or less, wherein a highest temperature in the top two inches of the pavement does not exceed 300'F, and wherein a minimum temperature in the top two inches of the pavement is at least
A method for providing an asphalt pavement with a new wearing surface is provided. The method comprises transferring a road plating composition to a surface of an asphalt pavement, the road plating composition comprising a binder and graded stone; and irradiating the road 5 plating composition and a surface layer of the asphalt pavement with a radiation having a preselected peak wavelength of from 1 nm to 10000 nm, whereby the asphalt pavement is provided with a new wearing surface comprising the irradiated road plating composition atop the irradiated surface layer of the asphalt pavement, wherein the peak wavelength of the radiation is selected such that the radiation penetrates through and heats the road plating composition and the 0 surface layer of the asphalt pavement to a depth of at least two inches from a topmost pavement surface, wherein a temperature differential throughout a top two inches of the pavement is 1 00'F or less, wherein a highest temperature in the top two inches of the pavement does not exceed 300'F, and wherein a minimum temperature in the top two inches of the pavement is at least
Pavement repair system
COE WILLIAM B (author)
2018-05-31
Patent
Electronic Resource
English
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
,
CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE