10 kg
20 kg
30 kg
50 kg
D. 50 kg
Lime stone
Chalk
Laterite
None of these
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
M 100
M 150
M 200
M 250
Segregation
Bleeding
Bulking
Creep
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
Clay
Sand
Gravel
None of these
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
Pans
Wheel borrows
Containers
Pumps
10 mm
15 mm
25 mm
13 mm
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
Dry
Earth moist
Semi-plastic
Plastic
Rounded spherical
Irregular
Flaky
None of these
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
100 cm
125 cm
150 cm
200 cm
Floating
Screeding
Trowelling
Finishing
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
10 cm
15 cm
20 cm
25 cm
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Expands
Mix
Shrinks
None of these
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Granite
Magnetite
Barite
Volcanic scoria
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Construction joints are necessarily planned for their locations
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above
Screeding
Floating
Trowelling
Finishing
40 mm
50 mm
60 mm
70 mm