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Day 89-Dec 26-Diploma-worksheet-Mix composition&Special concrete

Total questions: 15

Worksheet time: 11mins

Name
Class
Date
1.

As per IS 456, concrete grades less than M20 are classified as:

a)

Design mix

b)

Standard mix

c)

Nominal mix

d)

Special concrete

2.

The reference code for concrete mix proportioning is:

a)

IS 456

b)

IS 10262

c)

IS 383

d)

IS 2386

3.

The mix proportion of M20 nominal concrete is:

a)

1 : 2 : 4

b)

1 : 3 : 6

c)

1 : 1.5 : 3

d)

1 : 4 : 8

4.

The target mean compressive strength is calculated using the expression:

a)

fck1.65sf_{ck} - 1.65s

b)

fck+sf_{ck} + s

c)

fck+1.65sf_{ck} + 1.65s

d)

fck+2sf_{ck} + 2s

5.

For severe exposure condition (plain concrete), the maximum free water–cement ratio permitted is:

(a)  

6.

For every additional 25 mm increase in slump, the increase in water content should be:

(a)  

7.

Which concrete uses polymer as binder instead of cement?

(a)  

8.

Lightweight concrete always contains lightweight fine aggregates only.

a)

True

b)

False

9.

Aspect ratio of fibres is defined as length divided by diameter.

a)

True

b)

False

10.

Assertion (A): Fibre reinforced concrete improves ductility of concrete.

a)

True

b)

False

11.

Concrete grade greater than M20 is classified as ______ mix.

a)

Design mix

b)

Nominal mix

c)

Standard mix

d)

Trial mix

12.

The assumed standard deviation for M35 concrete as per IS 10262 is (a)   .

13.

Target compressive strength depends on characteristic strength and (a)  

14.

For extreme exposure condition, the minimum grade of concrete is (a)   .

15.

Maximum water content for 20 mm aggregate is (a)   kg/m^3.