Dynamic Inversion Analysis of Structural Layer Modulus of Semirigid Base Pavement considering the Influence of Temperature and Humidity

Table 6

Correlating data of pavement temperature and inversion modulus of surface course.

Temperature (°C)	Inverse modulus (MPa)
−20.1	4059
−16.2	3585
−13.6	3299
−10.2	2964
−7.2	2697
−3.9	2441
−1.2	2186
0.5	2002
1.4	1873
3.7	1816
7.3	1641
10.4	1544
13.5	1481
15.5	1419
17.4	1209
19.6	1200
22.6	939
25.7	8299
27.6	837
30.5	743