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Test: Highway Geometric Design - 3 - Question 1

If an ascending gradient of 1 in 50 meets another ascending gradient of 1 in 30 then the deviation angle is

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Test: Highway Geometric Design - 3 - Question 2

The relationship between the length (L) and radius (r) of an ideal transition curve is given by

Test: Highway Geometric Design - 3 - Question 3

Width Of carriage way for a single lane is recommended to be

Test: Highway Geometric Design - 3 - Question 4

Stopping sight distance is the minimum distance available on a highway which is the

Test: Highway Geometric Design - 3 - Question 5

The design value of lateral friction coefficient on highway is

Test: Highway Geometric Design - 3 - Question 6

Camber on highway pavement is provided to take care of

Test: Highway Geometric Design - 3 - Question 7

In the limiting case of overturning while traversing a simple circular curve by a vehicle, pressure below

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Test: Highway Geometric Design - 3 - Question 8

The tandwidth required across the alignment of road is

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Test: Highway Geometric Design - 3 - Question 11

Stopping sight distance on a national highway at a descending gradient of 2% is where V = 80 km/h

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Test: Highway Geometric Design - 3 - Question 12

Which one of the following pairs is correctly matched? (Notations have their usual meaning)

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Test: Highway Geometric Design - 3 - Question 14

The compensated gradient provided at the curve of radius 60 m with a ruling gradient of 6 percent is:

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Test: Highway Geometric Design - 3 - Question 15

if N is the algebraic difference of grades, S is the headlight sight distance in metres, then the transmission length of a valley curve (following standard codes) should roughly be equal to

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Test: Highway Geometric Design - 3 - Question 16

The design speed of a highway is 80 km per hour. Assuming other data as per IRC recommendations, which one of the following is the approximate adopted lag distance?

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Test: Highway Geometric Design - 3 - Question 17

Consider the following steps involved in the design of super elevation in practice as recommended by IRC :

1. Calculation of the allowable speed for maximum ‘e’ and design value of T

2. Calculation of the super elevation for 75% of the design speed

3. Calculation of the value of ‘e’ and recheck

4. Calculation of the value of ‘f and recheck

The correct sequence of these steps is

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Test: Highway Geometric Design - 3 - Question 18

In highway geometric design, cumulative speed distribution is drawn and the design in checked at which and the design in checked at which percentile?

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Test: Highway Geometric Design - 3 - Question 19

Which one of the, following is taken in to consideration while determining overtaking sight distance in a two lane highway

Test: Highway Geometric Design - 3 - Question 20

Match List-I (Type of road) with List-ll (Recommended camber) and select the correct answer by using the codes given below the lists:

Codes:

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