0
10
20
30
B. 10
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
Clay
Sand
Lime
Concrete
Workability admixtures
Accelerators
Retarders
Air entraining agents
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
0
10
20
30
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
30 minutes
40 minutes
60 minutes
90 minutes
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
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
Elastic modulus of high tensile steel is nearly the same as that of mild steel
Elastic modulus of high tensile steel is more than that of mild steel
Carbon percentage in high carbon steel is less than that in mild steel
High tensile steel is cheaper than mild steel
Lime stone
Chalk
Laterite
None of these
6 mm
8 mm
12 mm
16 mm
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
25 %
40 %
60 %
80 %
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
Fineness test
Consistency test
Setting time test
Soundness test
Granite
Magnetite
Barite
Volcanic scoria
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
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Water
Cement
Aggregate
None of these
Shape
Grading
Compaction
All the above
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above