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1. The anticipated project traffic level expected on the design lane over a 20-year period. Regardless of the actual design life of the roadway, determine the design ESALs for a 20-year period.
2. This criterion does not apply to 4.75-mm nominal maximum size mixtures.
3. 85/80 denotes that 85 percent of the coarse aggregate has at least one fractured face and 80 percent has two or more fractured faces.
4. For 4.75-mm nominal maximum size mixtures designed for traffic levels below 0.3 million ESALs, the minimum uncompacted void content is 40.
5. For 4.75-mm nominal maximum size mixtures designed for traffic levels equal to or above 0.3 million ESALs, the minimum uncompacted void content is 45.

Note: If less than 25 percent of a construction lift is within 100 mm of the surface, the lift may be considered to below 100 mm for mix design purposes.