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2. Basic Definitions, Designs and Drawings

Total questions: 15

Worksheet time: 8mins

Name
Class
Date
1.

3 Span overlap is adopted in

a)

High speed

b)

DFCC Project

c)

EPC Project

d)

No where

2.

Full form of LOP is

a)

Loss Of Pay

b)

Lay Out plan

c)

Law Of Payment

d)

Lay Out Procedure

3.

Maximum Full Tension Length is

a)

1500mtr

b)

1200mtr

c)

1000mtr

d)

600mtr

4.

OHE mast should be located in front of a signal post not less than

a)

15mtr

b)

30mtr

c)

10mtr

d)

45mtr

5.

At obligatory locations Track separation should be between

a)

150mm to 700mm

b)

650mm to 720mm

c)

620mm to 700mm

d)

150mm to 720mm

6.

CSD interprets which of the following data

a)

All the above

b)

Reverse Deflection

c)

Type of Foundation

d)

Type of Mast

7.

The minimum setting distance of a mast located in the platform is 4.75 m.

a)

False

b)

True

8.

Versine is required to be measured on Tangent track

a)

True

b)

False

9.

Tangent track stagger is

a)

0mm

b)

+/- 300 mm

c)

None of the above

d)

+/- 200 mm

10.

Normal spacing of insulated brackets in Third Rail System is

a)

2.25mtr

b)

5.00mtr

c)

9.00mtr

d)

6.75mtr

11.

Maximum Span adopted in Highspeed is

a)

72mtr

b)

63mtr

c)

54mtr

d)

50mtr

12.

Full form of RRCS is

a)

Retractable Rigid Conductor System

b)

Rapid and Rigid Conductor System

c)

Retractable Rigid Continuity System

d)

Rigid and Raised Combination System

13.

Generally, ROCS design is best for

a)

Elevated viaducts

b)

Depots

c)

Underground tunnels

d)

Open yards

14.

Maximum operating speed for High-Speed OHE system is

a)

160 km/h

b)

200 km/h

c)

250 km/h

d)

320 km/h

15.

Where MOCS design is available in India?

a)

Chennai Metro

b)

Pamban Bridge at Rameswaram

c)

MML3 project

d)

USBRL Chenab Bridge