Bitumen which is solid at ambient temperature, in the form of granules including a core made of a first bituminous material and a coating layer made of a second bituminous material, in which: the first bituminous material includes at least one bitumen base and the second bituminous material includes: at least one bitumen base and at least one chemical additive chosen from: an organic compound, a viscosifying compound, a paraffin, a polyphosphoric acid and mixtures thereof; or at least one pitch having a ring-and-ball softening point (RBSP) greater than or equal to 80 C., it being understood that the RBSP is measured according to the EN 1427 standard; or a mixture of these materials.

Enhanced crack filler materials, systems, and methods for filling and repairing cracks in asphalt surfaces, such as asphalt roadways. The enhanced crack filler material includes crack filler and a silane additive. The silane additive includes organosilane, benzyl alcohol, and ethylene glycol. The crack filler, when combined with the silane additive, provides an enhanced crack filling material having a lower viscosity and a greater ability to penetrate cracks when compared to conventional crack filler materials.

A waterproofing membrane including a reinforcing material coated with a blend formulation, the blend formulation including glass spheres having a particle size between 0.25-0.50 mm and a particle density between 0.5-0.8 g/cm.sup.3.

A waterproofing membrane including a reinforcing material coated with a blend formulation, the blend formulation including glass spheres having a particle size between 0.25-0.50 mm and a particle density between 0.5-0.8 g/cm.sup.3.

Enhanced crack filler materials, systems, and methods for filling and repairing cracks in asphalt surfaces, such as asphalt roadways. The enhanced crack filler material includes crack filler and a silane additive. The silane additive includes organosilane, benzyl alcohol, and ethylene glycol. The crack filler, when combined with the silane additive, provides an enhanced crack filling material having a lower viscosity and a greater ability to penetrate cracks when compared to conventional crack filler materials.

A glass mat includes an assembly of glass fibers, a binder composition and an asphaltic coating. The binder composition includes an organic resin and an adhesion promoter. The glass mat has an at least 2% increase in tear strength as measured using the methods specified in ASTM D3462, compared to an asphaltic coated glass mat having a binder composition without the adhesion promoter. Further provided is an asphalt roofing product including the glass mat and a method of increasing tear strength in an asphalt roofing product.

Embodiments of the present disclosure are generally related to roadway maintenance and repair, and, in particular, to enhanced crack filler materials, systems, and methods for filling and repairing cracks in asphalt surfaces, such as asphalt roadways. The enhanced crack filler material includes crack filler and a silane additive. The silane additive includes organosilane, benzyl alcohol, and ethylene glycol. The crack filler can be a conventional crack filler material that, when combined with the silane additive, provide an enhanced crack filling material that enables improved crack filling operations, cleaning, and repair durability beyond conventional crack filler materials alone.

An erosion resistant composition includes a granular material and a wax including oil in which a weight percent of the oil in the wax is between 0.01-15%. The granular material includes a sand and has a first resistance to flow prior to being coated with the wax. The wax at least partially coats a portion of the granular material to form the erosion resistant composition which has a second resistance to flow after coating that is greater than the first resistance to flow prior to coating. The erosion resistant composition may be used, for example, in golf course bunkers or other landscaping applications. Related methods of making the erosion resistant composition are also described in which the granular material is dried, the wax is heated, and the granular material is blended with the melted wax.

An erosion resistant composition includes a granular material and a wax including oil in which a weight percent of the oil in the wax is between 0.01-15%. The granular material includes a sand and has a first resistance to flow prior to being coated with the wax. The wax at least partially coats a portion of the granular material to form the erosion resistant composition which has a second resistance to flow after coating that is greater than the first resistance to flow prior to coating. The erosion resistant composition may be used, for example, in golf course bunkers or other landscaping applications. Related methods of making the erosion resistant composition are also described in which the granular material is dried, the wax is heated, and the granular material is blended with the melted wax.

A polyurethane is obtained by continuously reacting a polyurethane prepolymer in an asphalt or asphalt mixture material system under high temperature. The prepolymer is prepared by: adding a polymerization inhibitor, catalyst and isocyanate component in a reaction container, adding a polyol to the reactor while stirring at room temperature under nitrogen, increasing the temperature to 50-80 C., and maintaining the temperature to react for 0.5-6 hours. A polyurethane modified asphalt, a mixture material containing the polyurethane and a polyurethane modified asphalt pavement structure can be prepared. The synthesis condition of the polyurethane is mild, and a secondary reaction with the air and an active hydrogen component in the asphalt can occur during maintenance and formation to further increase the strength of a mixture material. The standard Marshall stability at 60 C. meets the petroleum asphalt requirement, such that a service life of the asphalt pavement can be increased.