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Test: Transportation Engineering- 2 - Civil Engineering (CE) MCQ


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20 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Transportation Engineering- 2

Test: Transportation Engineering- 2 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Test: Transportation Engineering- 2 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Transportation Engineering- 2 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Transportation Engineering- 2 below.
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Test: Transportation Engineering- 2 - Question 1

For carrying out bituminous patch work during the rainy season, the most suitable binder is

Detailed Solution for Test: Transportation Engineering- 2 - Question 1

Emulsion is generally used for cold and wet climate condition. For bituminous patch work during rainy season bituminous emulsion is used.

Test: Transportation Engineering- 2 - Question 2

Bituminous materials are commonly used in highway construction because of their good

Detailed Solution for Test: Transportation Engineering- 2 - Question 2

Bitumen is derived from fraction distillation of petroleum and is commonly used because of binding and water-proofing properties. These properties prevent water going down to subgrade and thus, leading to better strength of the flexible pavement.

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Test: Transportation Engineering- 2 - Question 3

In cement concrete pavements, tie bars are installed in

Test: Transportation Engineering- 2 - Question 4

The following general statement may be made about the penetration value and softening point of bitumen

Detailed Solution for Test: Transportation Engineering- 2 - Question 4

Penetration Test- Represents hardness/softness of bitumen by measuring the depth of penetration 1/10 of mm to which a standard needle carrying a weight of 100 gram penetrates in 5 seconds.
Softening point Test- The temperature at which a standard ball passes through the sample of bitumen and falls when heated under water or glycerine. It represents the fluidity of binder.
Higher the penetration value means the needle will go into larger depth while performing penetration test. Thus, high penetration generally means the consistency of bitumen is soft and thus, can be turned into liquid even at low temperatures. This results in lower softening point.

Test: Transportation Engineering- 2 - Question 5

The minimum length of the overtaking zone should be

Test: Transportation Engineering- 2 - Question 6

In case of the valley curves or sag curves the maximum possible deviation angle is obtained when

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Test: Transportation Engineering- 2 - Question 7

The bitumen with viscosity reduced by volatile diluents is known as

Detailed Solution for Test: Transportation Engineering- 2 - Question 7

Bitumen Emulsion- Bitumen is dispersed in fine globules in water.
Cutback Emulsion- Volatile dilutants makes the bitumen easy to be laid. Once laid easily the dilutant evaporates due to its volatile nature. 
Asphalt- Also known as Bitumen is a sticky, black and highly viscous liquid or semi-solid form of petroleum.

Test: Transportation Engineering- 2 - Question 8

On hill roads, the necessity to ease the gradient at horizontal curves by an amount to offset the extra tractive effort involved at curves is known as

Test: Transportation Engineering- 2 - Question 9

According to IRC guidelines, the maximum volume of traffic that a rotary can efficiently handle is

Test: Transportation Engineering- 2 - Question 10

The maximum number of passenger cars that can pass a given point on a lane or roadway during one hour under ideal roadway and traffic conditions is known as

Test: Transportation Engineering- 2 - Question 11

For a highway with the design speed of 50 km/h, coefficient of friction 0.5, perception-brake reaction time of 2.5 s, and average vehicle length 5 m, the spacing between the vehicle length in their movement will be

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Test: Transportation Engineering- 2 - Question 12

For a two-lane pavement with radius of curve of 100 m, with design speed of 65 km/h & wheelbase of design vehicle of 6 m, the extra widening necessary will be 

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Test: Transportation Engineering- 2 - Question 13

Consider the following factors:

1. Reaction time    2. Speed

3. Coefficient of the longitudinal friction

4. Gradients

Which of these factors are taken into account for computing braking distance?

Test: Transportation Engineering- 2 - Question 14

Match List-I with List-II and select the correct answer using the codes given below the lists: 

Test: Transportation Engineering- 2 - Question 15

Which one of the following represents the basic capacity of a single lane road? Where, V = speed in km/h, s = average centre to centre spacing of vehicle in m, and h = average time headway between two vehicle in seconds

Test: Transportation Engineering- 2 - Question 16

Which one of the following method of O-D traffic surveys is conducted for comprehensive analysis of traffic and transportation data?

Test: Transportation Engineering- 2 - Question 17

Consider the following parameters related to a rotary intersection:

1. Width of the weaving section
2. Length of the weaving section
3. Proportion of weaving traffic
4. Weaving angle
5. Width of the carriageway at entry

Capacity is generally expressed in terms of 

Detailed Solution for Test: Transportation Engineering- 2 - Question 17

The practical capacity (Qp) of the rotary is dependent on the minimum capacity of the individual weaving section. where w is width of weaving section e is average of entry e1 and width of nonweaving section e2 for the range e/W = 0.4 to 1.0 L is the length of the weaving section P is proportion of weaving traffic

Test: Transportation Engineering- 2 - Question 18

If the normal flows on two approach roads at an intersection are respectively 500 PCU/h and 300 PCU/h, the saturation flows are 1600 PCU/h and 300 CPU/h, the saturation flows are 1600 PCU/h on each road and the total lost time per single cycle is 16 s, then the optimum cycle time by Webster’s method is

Detailed Solution for Test: Transportation Engineering- 2 - Question 18

Test: Transportation Engineering- 2 - Question 19

When two roads with two-lane, two-way traffic, cross at an uncontrolled intersection, the total number of potential major conflict points would be __________.

Test: Transportation Engineering- 2 - Question 20

On a road the free speed was 65 km/h and the space headway at jam density was 6.25 vpkm. What is the maximum flow which could be expected on this road?

Detailed Solution for Test: Transportation Engineering- 2 - Question 20

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