Parameter Optimization of Graded Macadam Transitional Layer for Inverted Asphalt Pavement Based on the Mechanical Response and Strength Standard

Table 3

The representative value of compressive strength coefficient in the Hebei cold region.

Traffic level	Highway grade coefficient	Cumulative equivalent single axle loads	Compressive strength coefficient Ku
Light traffic	1.1	2 × 10^6∼15 × 10^6	1.92
Medium traffic	1.1	15 × 10^6∼30 × 10^6	2.14
Heavy traffic	1.0	30 × 10^6∼50 × 10^6	2.37