Nowadays,every field is moving towards automation with precise and accurate measurements.Most of the countries are still using conventional highway construction techniques for quality control（QC）.This study employed the Compaction Meter Value（CMV）and Compaction Control Value（CCV）to study about the parameters of asphalt compaction.For this purpose,data were collected from three different sites,two of them belong to China（Nanjing,Hebei）and one of them belongs to Pakistan（Esa-Khail）.For Nanjing project,HAMM roller was utilized to collect data on top of bridge deck with 50 mm Stone Mastic Asphalt（SMA）thickness.CMV and CCV values were calculated for breakdown rolling with PQI measurement for finished surface.Spatial analysis shows that CMV and CCV shows almost same except lane 3.Whereas,random forest model developed to predict % compaction from CMV and CCV values.Both models show that predicted values are in good agreement with the actual values.For Hebei project,data was collected on top HMA wearing surface of 50 mm thickness by using Dynapac roller.Computed results with high and low amplitude in forward and backward direction were compared and results show that backward direction ICMV’s are higher both with high and low amplitude.Also,high amplitude ICMV’s are higher as compared to low amplitude.Additionally,data was also collected in Esakhail,Pakistan with low amplitude setting for breakdown and final pass.Compaction operation was carried out using Dynapac roller.Results indicates that IC significantly detects the compaction increase with the growing number of passes.To make pavement construction reliable,all department of transportations（DOT’s）should build IC specifications and make the compaction industry economical and efficient.