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Day 85-Dec 22-worksheet-Diploma-Cement part 2

Total questions: 15

Worksheet time: 10mins

Name
Class
Date
1.

The standard consistency of cement paste is considered correct when the Vicat plunger penetrates:

a)

10–12 mm from the top

b)

3–5 mm from the top

c)

5–7 mm from the bottom of the mould

d)

Touches the bottom of the mould

2.

The percentage of water used for determining the initial setting time of cement is:

a)

0.85P

b)

0.75P

c)

0.50P

d)

1.00P

3.

As per IS specifications, the minimum initial setting time of Ordinary Portland Cement shall not be less than:

a)

10 minutes

b)

20 minutes

c)

30 minutes

d)

45 minutes

4.

The soundness test of cement using Le-Chatelier apparatus is carried out to determine the presence of:

a)

Alkalis

b)

Gypsum

c)

Uncombined lime

d)

Silica

5.

Which type of cement is most suitable for mass concrete works such as dams?

a)

Rapid hardening cement

b)

Ordinary Portland cement

c)

Low heat cement

d)

Quick setting cement

6.

The cement preferred for canal linings and marine construction due to low C3A content is:

a)

Pozzolana cement

b)

High alumina cement

c)

Sulphate resistant cement

d)

White cement

7.

The IS code for Rapid Hardening Cement is:

a)

IS 269

b)

IS 1489

c)

IS 8041

d)

IS 12269

8.

True/False: Hydrophobic cement attains the same strength as Ordinary Portland Cement after 28 days.

a)

True

b)

False

9.

True/False: Acid resistant cement is water resistant by default.

a)

True

b)

False

10.

The weight of the movable rod in the Vicat apparatus is approximately ———-grams

(a)  

11.

Initial setting time of cement is determined using ———-vicat needle?

(a)  

12.

The water content used for the compressive strength test of cement mortar is taken as which of the following?

a)

(P/2)

b)

(P/4) + 3%

c)

(P/5) + 2%

d)

(P/3) + 1%

13.

Specific gravity of cement is determined using ————flask

(a)  

14.

In the Le-Chatelier soundness test, the expansion of cement should not exceed ………millimeters

(a)  

15.

Moisture absorption of cement during storage should not be more than ———percentage

(a)