Non-skid highway surfacing

Claim 2

A process of making a non-skid highway surface comprising the successive steps of: making, in a mixing plant, a hot-mixed aggregate containing a variety of aggregate and sand sizes of at least two ranges of grading by melting a bituminous binder, heating aggregate chips and sand and mixing the heated chips and sand and the molten binder, and thereafter spreading onto a highway a layer of the hot mixed aggregate, said spreading step including the steps of screening the hot mixed aggregate through a vibrating screen which is moved along said highway, and which has a mesh size that is larger than the upper limit of the lower grading range and smaller than the upper limit of the higher grading range, depositing the portion of the hot melt aggregate passing through the screen on said highway and depositing the material retained on the screen on top of the portion of the hot mixed aggregate which passed through the screen and was previously deposited on the highway.

Claim 3

A process as claimed in claim 1, wherein the mesh of the screen is selected such that the quantity of aggregates retained on the screen and which are deposited on the portion of the hot mixed aggregate passing through the screen, expressed in liters per square meter of highway, is substantially equal to the upper limit of grading of the chips expressed in millimeters.

Claim 4

A non-skid highway surfacing made in accordance with the process as claimed in claim 1, comprising a relatively thick carpet of hot-mixed aggregages including two superposed layer of hot-mixed aggregates, of different grading, spread simultaneously by screening the mixed aggregates during spreading, so that the top layer, constituted by the material retained by the screen, is composed of a continuous mosaic of large chips which penetrate into the lower layer.

Claim 5

A non-skid highway surfacing as claimed in claim 3, wherein said chips include at least two ranges of grading separated by a discontinuity in their ranges, said ranges of chips including a first range of between 9 mm and 16 mm and a second range of grading lower than 9 mm, which chips are spread out by screening them through a screen whose mesh is smaller than 16 mm.

Claim 6

A non-skid highway surfacing as claimed in claim 3, composed of aggregates hot-mixed in molten asphaltic bitumen, in a quantity equal to about 5% of the total weight, which aggregates are composed: of a first type of chips graded between 9 mm and 16 mm and preferably between 10 mm and 14 mm, constituting between 30% and 50% of the total weight, of a second type of chips graded between 2 mm and 6 mm constituting between 10% and 30% of the total weight, of a sand whose particles are smaller than 4 mm, constituting between 30% and 50% of the total weight, and a filler constituting between 1% and 5% of the total weight, said aggregates being spread out during said spreading step by being screened through a vibrating screen whose mesh is smaller than 16 mm and larger than 6 mm and preferably between 10 mm and 14 mm, so that the top layer which is constituted by the material retained by the screen is composed of a continuous mosaic of chips larger than 14 mm which are mixed with asphaltic bitumen and particles of sand and which pentrate into the lower layer.

Claim 7

A surfacing as claimed in claim 5, wherein the sand is graded between 0 and an upper limit which is smaller than 2 mm and presents a discontinuity with the grading of the second chips.

Claim 8

A surfacing as claimed in claim 6, wherein the aggregates are composed: of about 40% of a first type of chips (10-14 mm) about 20% of a second type of chips (2-6 mm) about (40% ground quartz sand (0-0.5 mm) about 2% of lime serving as filler.

Claim 9

A process as claimed in claim 1, wherein said step of depositing the portion of the hot mixed aggregate passing through the screen comprises the step of permitting said portion to drop through the screen directly onto the highway.

Claim 10

A process as claimed in claim 8 wherein said step of depositing the material retained on the screen comprises the step of dropping said material off the end of the screen opposite the direction of displacement thereof onto the portion of the hot mixed aggregate which had previously dropped through the screen onto the highway.