Dry
Earth moist
Semi-plastic
Plastic
D. Plastic
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
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Consistency
Compressive strength
Tensile strength
Impact value
Granite
Magnetite
Barite
Volcanic scoria
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
0.15
0.12
0.30
1.00
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
Water
Cement
Aggregate
None of these
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
2 %
4 %
6 %
10 %
22.5 mm
18.5 mm
16.5 mm
13.5 mm
2
4
6
8
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
Sand stone
Slate
Lime stone
Graphite
Weakness of concrete
Excessive laitance
Segregation
All the above
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
Less
More
Equal
None of the above
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
600 mm
750 mm
900 mm
More than 1 m
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)