Specifications include, but are not limited to: 1.1.1 The preformed pavement markings must be a resilient white and yellow product with uniformly distributed glass beads throughout the entire cross-sectional area. Lines, legends, and symbols are to be capable of being affixed to asphalt and concrete pavements by the use of normal heat from a propane type of torch. 1.1.2 The markings must be capable of conforming to pavement contours, breaks, and faults through the action of traffic at normal pavement temperatures. The markings shall have resealing characteristics, including the capability of fusing with itself and previously applied thermoplastic when heated with a torch. 1.1.3 The markings must be able to be applied with no minimum ambient or surface temperature requirements. 1.1.4 Materials must be composed of a modified ester rosin, aggregates, pigments, binders, and glass beads which have been factory produced as a finish product, which shall be designed to meet the requirements of the latest edition of the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) http://mutcd.fhwa.dot.gov/. The thermoplastic material shall also conform to American Association of State Highway and Transportation Officials (AASHTO) http://www.transportation.org, designation M249 Specifications for White and Yellow Reflective Thermoplastic – Solid form, with the exception of the relevant differences for the material being supplied in a performed state. 1.1.5 New pavement markings shall have a uniform adequate nighttime retro-reflectivity when installed. The pavement markings shall have an average minimum retro-reflectivity of three hundred fifty (350) millicandelas for white and two hundred (200) millicandelas for yellow with an 88.76 degree entrance angle and a 1.05 degree observation angle.