Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
B. Slump test
Very low
Low
Medium
High
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Dry
Earth moist
Semi-plastic
Plastic
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All the above
Alumina
Iron oxide
Silica
Alkalis
30 %
40 %
50 %
60 %
1.5
2.0
2.5
3.0
Segregation
Compaction
Shrinkage
Bulking
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
15 mm
20 mm
25 mm
50 mm
24 to 48 hours
3 days
7 days
14 days
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Clay
Sand
Gravel
None of these
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
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
18
30
40
58
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Fineness test
Consistency test
Test for setting time
Test for tensile strength
wR / 4d
wR/2d
wR/d
2wR/d Where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
Grading
Curing
Mixing
Batching
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Air-entraining agent
Foaming agent
Oily-agent
All the above
50 mm
100 mm
150 mm
200 mm
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
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
20 times
25 times
30 times
50 times
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above