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DAY 45 WORKSHEET ITI (Concrete TECHNOLOGY)

Total questions: 15

Worksheet time: 12mins

Name
Class
Date
1.

In concrete mix design, a higher fineness modulus of fine aggregate indicates —

a)

Finer sand and higher workability

b)

Coarser sand and reduced cement demand

c)

Poorly graded sand

d)

Excessive silt content

2.

If 5–8% of water increases the volume of sand by 20–40%, the phenomenon is known as —

a)

Segregation

b)

Bleeding

c)

Bulking of sand

d)

Creep

3.

When concrete is placed from a height greater than 1.5 m, the most likely defect is —

a)

Honeycombing

b)

Segregation

c)

Creep

d)

Shrinkage

4.

Which of the following tests is most suitable for very dry concrete mixes used in precast works?

a)

Slump test

b)

Compaction factor test

c)

Vee–Bee consistometer test

d)

Flow test

5.

Which type of curing is best suited for precast concrete members produced in factories?

a)

Membrane curing

b)

Ponding

c)

Steam curing

d)

Electrical curing

6.

Superplasticizers can reduce water content up to 15%.

a)

True

b)

False

7.

Workability of concrete increases with an increase in angularity of coarse aggregates.

a)

True

b)

False

8.

Assertion (A): Machine mixing produces more uniform concrete than hand mixing. Reason (R): Because rotation and tumbling in drum mixers ensure uniform coating of cement paste on aggregate surfaces.

a)

Both A and R are true, and R is the correct explanation of A

b)

Both A and R are true, but R is not the correct explanation

c)

A is true, R is false

d)

Both A and R are false

9.

The maximum size of aggregate used for RCC work is __________ mm, while for PCC work it is __________ mm.

(a)  

10.

As per IS 456, the pH value of mixing water for concrete shall not be less than (a)   .

11.

In concrete compaction, 5 % voids can reduce the strength of concrete by about (a)   %.

12.

The ratio of partially compacted to fully compacted concrete weights is called __________.

4 lines
13.

The equation for target mean strength in mix design is given by f′ck = fck + (a)   × s

14.

MATCH THE FOLLOWING

a)

Segregation

1.

Separation of ingredients due to imprope

b)

Bleeding

2.

Water collecting on the concrete surface

c)

Shrinkage

3.

Evaporation of moisture causing volume r

d)

Creep

4.

Long-term deformation under sustained lo

15.

MATCH THE FOLLOWING

a)

Plasticizer

1.

Improves workability by reducing water d

b)

Retarder

2.

Increases setting time of concrete

c)

Accelerator

3.

Speeds up setting in cold weather concre

d)

Air-entraining agent

4.

Introduces tiny air bubbles in concrete