The difference between initial and final deflection should not exceed ____ mm, for no leg correction value.

The failure of the pavement which is not dependent on the design is ______

The deflection value D is obtained from multiplying the difference of initial and final gauge difference of _______

The shear failure of soil sub grade may be attributed to ______

The main cause of inadequate stability of bitumen mix doesn’t include ______

The distress not caused in localised form is _______

The CBR method in India is followed since ______

The plastic deformation occurs in ______