Highway Engineering

A. 500 tonnes per day
B. 1000 tonnes per day
C. 1500 tonnes per day
D. 2000 tonnes per day

A. climatic condition
B. type and intensity of traffic
C. subgrade soil and drainage conditions
D. availability of funds for the construction project

A. 0
B. 25 mm
C. 50 mm
D. 100 mm

A. good
B. fair
C. poor
D. very poor

A. load stress + warping stress frictional stress
B. load stress + warping stress + frictional stress
C. load stress + warping stress
D. load stress + frictional stress

A. 2.5 m
B. 3.5 m
C. 4.5 m
D. 5.5m

A. relieve warping stresses
B. relieve shrinkage stresses
C. resist stresses due to expansion
D. allow free expansion

A. expansion joints
B. contraction joints
C. warping joints
D. longitudinal joints

A. equal to 1
B. less than 1
C. greater than 1
D. zero

A. More the value of group index, less thickness of pavement will be required
B. More the value of CBR, greater thickness of pavement will be required
C. Minimum and maximum values of group index can be 0 and 20 respectively
D. all of the above