Apart from considering surface texture for pavement maintenance purposes (Pavement condition evaluation etc.), is there any specification used for freshly constructed asphalt concrete (HMA) pavements? If so, what are the specified limits?
Yeah, typically we are using dense graded asphalt mixes with 60/70 bitumen.
I need to know whether there are any specification limits for MTD or the skid number of the freshly constructed pavement. Do you have any idea about that?