Temperature of mix consistent (120.deg C min., 150 to 160. deg C max) at time of placing
Edge of existing pavement and gutters cleared and given tack coat (not too thick).
Adequate traffic control.
Continuous operation being maintained.
Initial rolling - steel wheel roller.
Secondary rolling - pneumatic tired roller.
Finishing rolling - steel wheel roller.
Transverse joints in succeeding courses offset a min. of 600 mm in adjacent lanes offset a min. of 3 m.
Breakdown rolling as soon as possible, 5km/h (watch for pushing or cracking)
Rolling speed (max. 8km/h for pneumatic, max. 5km/h for steel wheel.
Longitudinal joints properly rolled. (Joints to be rolled by passing roller on the previously compacted lane with one wheel projecting 100 to 150 mm on the new lane. Min. 2 passes).
Pavement edges rolled concurrently with the longitudinal joints and not left exposed more than 15 minutes.
On super-elevated curves rolling low side to high side.
Crown where applicable.
Shoulder gravel if no curb and gutter.
Source: MaintainX (Community Member)