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 + warg stress frictional stress
B. load stress + warg stress + frictional stress
C. load stress + warg stress
D. load stress + frictional stress
A. 2.5 m
B. 3.5 m
C. 4.5 m
D. 5.5m
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