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Day 54-Nov 15-worksheet-PWD-Classification,alignment,geometric d

Total questions: 15

Worksheet time: 11mins

Name
Class
Date
1.

According to IRC, ruling gradient in steep terrain is —

a)

1 in 30

b)

1 in 20

c)

1 in 16.7

d)

1 in 25

2.

The total raise of the outer edge in a superelevated curve of width B (m) and rate e is —

a)

e / B

b)

B / e

c)

e × B

d)

B / tan e

3.

Extra widening due to off-tracking mainly depends on —

a)

Speed and lane width

b)

Length of wheel base and radius of curve

c)

Camber and superelevation

d)

Gradient and terrain

4.

The ideal transition curve recommended by IRC is —

a)

Cubic parabola

b)

Lemniscate

c)

Spiral or clothoid

d)

Parabolic

5.

Mark True or False: Grade compensation is required even when the gradient is flatter than 4%.

a)

True

b)

False

6.

Mark True or False: The summit curve has convexity upwards while the valley curve has convexity downwards.

a)

True

b)

False

7.

The slope provided across the pavement surface to drain off rain water is called (a)   .

8.

The gradient provided to drain water along side drains is called (a)   .

9.

complete the equation for superelevation: e + f = (a)   / (g × R).

10.

Extra width provided on curves to account for off-tracking and psychological effects is called (a)   .

11.

Summit curves are designed primarily based on (a)   .

12.

Stopping sight distance (SSD) on level road: Find SSD for V = 90 km/h. Assume reaction time t = 2.5 s, f = 0.35, g = 9.8 m/s².

(a)  

13.

Compute the total extra widening (WE) for n = 2 lanes, wheel base l = 6 m, radius R = 120 m, speed V = 65 km/h.

(a)  

14.

Match the following

a)

Ruling gradient

1.

Normal design gradient

b)

Limiting gradient

2.

Used when topography compels steeper grade than ruling

c)

Exceptional gradient

3.

Used only for very short stretches in extraordinary situations

d)

Minimum gradient

4.

For drainage of level roads

15.

Match

a)

Simple curve

1.

Circular curve of single radius

b)

Compound curve

2.

Combination of two curves of different radii

c)

Reverse curve

3.

Curves of opposite radius on common tangent

d)

Vertical curve

4.

Changes in gradient or level