This specification covers the materials, equipment, and application procedures for furnishing and placing micro-surfacing material for rut filling and/or surfacing of existing paved surfaces in accordance with the contract. The micro-surfacing system shall be a mixture of cationic latex modified asphalt emulsion, crushed mineral aggregate, mineral filler, water, and other additives, properly proportioned, mixed and spread on the paved surface in accordance with this specification and as directed by the Town. The mix shall be capable of being spread in variable thickness cross-sections (wedges, ruts, scratch courses and surfaces) which, after curing and initial traffic consolidation, resists compaction throughout the entire design tolerance range of asphalt binder content and variable thickness to be encountered. The end product shall maintain a skid-resistant surface in variable thick sections throughout the service life of the micro surfacing. The mix shall be a quick-traffic system that will be able to accept straight rolling traffic one hour after application