Civil Engineering MCQs

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

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. Good
B. Fair
C. Poor
D. Very poor

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

A. Climatic condition
B. Type and intensity of traffic
C. Subgrade soil and drainage conditions
D. Availability of funds for the construction project

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

A. 8 cubic meter
B. 10 cubic meter
C. 12 cubic meter
D. 15 cubic meter

A. Cement
B. Lime
C. Bitumen
D. None of the above

A. Dry rolling, wet rolling, application of screening and application of filler
B. Dry rolling, application of filler, wet rolling and application of screening
C. Dry rolling, application of screening, wet rolling and application of filler
D. Dry rolling, application of screening, application of filler and wet rolling

A. Seal coat
B. Tack coat
C. Prime coat
D. Spray of emulsion