Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
D. All the above
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Magnesium oxide
Iron oxide
Silica
Lime
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
Water
Cement
Aggregate
None of these
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
Placing
Wetting
Curing
Compacting
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Bleeding
Creeping
Segregation
Shrinkage
7 kg
14 kg
21 kg
35 kg
Roads
Retaining walls
Lining of canals
All the above
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
Soffit level
Window sill level
Floor level
All the above
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
1500 bags
2000 bags
2500 bags
3000 bags
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
Magnesium oxide
Iron oxide
Alumina
Lime
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
0.367 xu
0.416 xu
0.446 xu
0.573 xu
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Internal vibrator
Screed vibrator
Form vibrator
None of these
Colour
Strength
Controlling setting time
None of these
2.75 mm
3.00 mm
3.75 mm
4.75 mm
25 %
40 %
60 %
80 %
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
Nala beds
River beds
Sea beds
None of these