I have summarized the most practical on-site key points to directly prevent shoving and cracking, which can be used for both exams and construction – all practical essentials.
Initial rolling must be carried out at high temperature.
General rule: Start initial rolling at not less than 130℃.
Low temperature → mixture becomes hard → shoving will definitely occur.
Use static pressure with a tandem-drum roller to stabilize the mixture first.
Starting vibration immediately after paving → definite shoving and bulging.
Roll from the lower side to the higher side, from the road edge to the center.
Keep speed slow, stable, and uniform.
No sudden starting or sudden braking.
Follow closely behind the paver, roll in short distances and continuously.
Do not wait until the mixture cools down before rolling.
Forcible rolling at excessively low temperature → direct transverse and map cracking.
Final rolling finishing temperature: generally not less than 70℃–90℃ (depending on the mixture).
High temperature: vibration can be used.
Low temperature: vibration must be turned off.
More passes are not always better.
Over-rolling → asphalt bleeding, aggregate crushing → cracking.
Lightly roll transverse and longitudinal joints first, then roll normally.
Avoid sudden stops and sharp turns at joints.
Follow closely with static pressure at high temperature for stabilization;Vibrate and knead during secondary rolling without over-compaction;Turn off vibration at low temperature to prevent cracking.
