Internal vibrator
Screed vibrator
Form vibrator
None of these
B. Screed vibrator
Water
Cement
Aggregate
None of these
Aggregates
Cement
Water
All the above
L-shaped wall
T-shaped wall
Counterfort type
All of the above
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
1500 bags
2000 bags
2500 bags
3000 bags
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Shales
Fly ash
Pumicite
All the above
10 %
12.5 %
15 %
18.5 %
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
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
100 mm
150 mm
200 mm
250 mm
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
25 %
40 %
60 %
80 %
Soffit level
Window sill level
Floor level
All the above
Rounded
Elongated
Angular
All of the above
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
M 100
M 150
M 250
M 400
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
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
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Shear strength
Tensile strength
Compressive strength
None of these
600 mm
750 mm
900 mm
More than 1 m