Ontario municipal government agencies have recently been afflicted by significant premature pavement cracking. In response, stricter specifications were developed and implemented for acceptance on contracts. All but a few proven additives are banned in order to provide a cleaner product and the asphalt is graded after extraction and recovery from the loose mix. A set of highly sensitive rheological and failure properties are used to effectivel y control hard to detect constituents (e.g., reclaimed asphalt, oils, waxes, other unknowns). This paper discusses the background t o the specification, the development of acceptance criteria, potential moisture susceptibility issues to be monitored, and early implementation experience.