Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
A. Less than 1
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
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,
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
Gypsum
Calcium chloride
Sodium silicate
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
Rounded spherical
Irregular
Flaky
None of these
100 cm
125 cm
150 cm
200 cm
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Dry
Earth moist
Semi-plastic
Plastic
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
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
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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
23°C
0°
- 5.6°C
- 11.7°C
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
Clay
Sand
Lime
Concrete
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Increases
Decreases
Fluctuates
Remains constant
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
Nala beds
River beds
Sea beds
None of these
10 mm
15 mm
25 mm
13 mm
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
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Zone I
Zone II
Zone III
Zone IV
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Internal vibrator
Screed vibrator
Form vibrator
None of these