The Scientific World Journal / 2014 / Article / Tab 1

Research Article

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

Table 1

Basic statistical parameters for soil samples.

Soil samplesSoil typeLLPISpecific gravityMax. dry density pcfOMC
%
Actual Dry Density at OMC pcfActual moisture content at OMC pcf

29A-4Min.15.56.22.6610913.8107.915.2
Max.34.6102.75129.919.3130.419.1
Mean26.57.22.66115.114.2112.714.3
Standard deviation5.320.0593.49.93.4

69A-6Min.235.82.54104.110.810210.6
Max.40262.76125.719.5124.719.8
Mean33.115.32.67113.315.3111.615.4
Standard deviation4.33.60.045.42.25.22.2

28A-7-6Min.4116.72.6292.214.489.914.4
Max.78552.77114.529113.629.1
Mean46.9262.7105.619.1103.919.3
Standard deviation8.380.045.93.46.33.3