This work shall consist of a Type II or Type III Slurry-Seal system, which shall be a mixture of mineral aggregate, cationic polymer modified asphalt emulsion, mineral filler, water, and other additives mixed and placed on the paved surface in accordance with these specifications and to the dimensions designated by the District Engineer or their designee. Type II slurry-seal aggregate gradation is used to fill surface voids, address surface distress, seal and provide a durable wearing surface. Type III aggregate gradation is used to provide a maximum skid resistance and improved wearing surface. Type III is appropriate for heavily traveled pavements or for rut filling. The slurry-seal system shall produce a cured mixture with a homogeneous appearance, a firm surface adhesion, and a skid resistant texture.
