Cold Mix Pavements - 2021-2022

1. The work in this section shall consist of constructing one or more courses of cold mix bituminous pavement on a prepared base in accordance with these specifications and in substantial conformance with the lines, grades, thicknesses, and typical cross-sections shown on the plans or established by the Owner. 2. Prior to the start of the pavement process, the Contractor shall review the preparation of base and acknowledge the roadway surface to be covered is free from holes, depressions, bumps, waves and corrugations. Any unsuitable surface areas have been repaired by replacement of the unstable materials or by patching with a material to produce a tight surface having the same elevation as the surrounding surface. 3. After placement of cold mix pavement, the mixture shall be thoroughly and uniformly compacted with a self-propelled steel-wheeled roller or an approved vibratory roller to obtain a thoroughly compacted pavement.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.