A. relieve warg stresses
B. relieve shrinkage stresses
C. resist stresses due to expansion
D. allow free expansion
A. expansion joints
B. contraction joints
C. warg joints
D. longitudinal joints
A. equal to 1
B. less than 1
C. greater than 1
D. zero
A. total depth of pavement
B. quality of surface course
C. both the above
D. none of the above
A. 1000
B. 10000
C. 100000
D. 1000000
A. wearing course
B. base course
C. sub-base course
D. subgrade
A. gasoline
B. kerosene oil
C. light diesel
D. heavy diesel
A. same viscosity
B. viscosity in increasing order from RC-2 to SC-2
C. viscosity in decreasing order from RC-2 to SC-2
D. none of the above
A. 0.4 %
B. 0.6%
C. 0.8 %
D. 1.0 %
A. RT-1
B. RT-2
C. RT.3
D. RT-5