Evaluating Iraqi Modified Asphalt Concrete Moisture Resistance Based on Strength Ratio and Fracture Energy Parameters

Table 4

Superpave gyratory compaction effort according to AASHTO-R35.

Design ESALs (million)	Compaction parameters
	Ninitial	Ndesign	Nmax
<0.3	6	50	75
0.3 to <30	7	75	115
3 to <30	8	100	160
≥30	9	125	205