Specifications include, but are not limited to: application of micro‐surfacing material to asphaltic pavement surfaces and related surface preparation. The micro‐surfacing shall consist of a mixture of cationic latex modified asphaltic emulsion, mineral aggregate, Portland cement, set‐control additives and water. The micro‐surfacing material shall be properly transported, proportioned, mixed and evenly spread on the asphaltic pavement surface in strict accordance with the plans, these specifications and as directed by the CITY. In some cases more than one lift may be required to obtain the specified thickness. 1.2. The cured micro‐surfacing shall have a uniform and homogeneous appearance, substantially fill all cracks, and adhere firmly to the existing surface. The mix shall be capable of being spread in varying thickness cross‐sections (wedges, wheel path depressions, scratch courses and surfaces) which, after curing and initial traffic consolidation, resist compaction throughout the entire design tolerance range of bitumen content and varying thickness to be encountered. The end product shall maintain a friction resistant surface (high wet friction co‐efficient) throughout the service life of the micro‐surfacing.