The Scientific World Journal / 2014 / Article / Tab 2

Research Article

Evaluation of Resilient Modulus of Subgrade and Base Materials in Indiana and Its Implementation in MEPDG

Table 2

Range of pavement cross section and material properties used in sensitive analysis.

AC courses/layersThickness (m)Modulus (kpa)Poisson’s ratioDensity (kg/m3)

HMA0.1, 0.13, 0.15, 0.18, 0.234500.352400
Combination of base and subbase 0.2, 0.23, 0.26, 0.28, 0.32070.402080
Roadbed soilInfinite34.5, 690.451920