0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
C. 0.8% to 6%
3 days
7 days
21 days
28 days
4.75 mm
30 mm
60 mm
75 mm
Extremely low
Very low
Low
High
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
Air-entraining agent
Foaming agent
Oily-agent
All the above
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Pans
Wheel borrows
Containers
Pumps
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
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
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
M 100
M 200
M 300
M 500
30 %
40 %
50 %
60 %
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
Sand stone
Slate
Lime stone
Graphite
At the middle of the wall
At the edge of the wall
Halfway between the middle and edge of the wall
At a distance equal to effective depth of footing from the edge of the wall
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
A highly absorptive aggregate reduces the workability of concrete considerably
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All the above
Increases
Decreases
Fluctuates
Remains constant
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
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
Consistency
Compressive strength
Tensile strength
Impact value
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Clay
Sand
Lime
Concrete
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
Very fine sand
Fine sand
Medium sand
Coarse sand
4 mm
6 mm
8 mm
10 mm