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Test: Transportation Introduction - Civil Engineering (CE) MCQ


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10 Questions MCQ Test Transportation Engineering - Test: Transportation Introduction

Test: Transportation Introduction for Civil Engineering (CE) 2024 is part of Transportation Engineering preparation. The Test: Transportation Introduction questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Transportation Introduction MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Transportation Introduction below.
Solutions of Test: Transportation Introduction questions in English are available as part of our Transportation Engineering for Civil Engineering (CE) & Test: Transportation Introduction solutions in Hindi for Transportation Engineering course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Transportation Introduction | 10 questions in 20 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study Transportation Engineering for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Transportation Introduction - Question 1

The factors influencing the cost of transportation are?

Detailed Solution for Test: Transportation Introduction - Question 1

Increased productivity of various items such as agricultural and their distribution can lower the cost of products. The cost of transportation substantially reduces the prices.

Test: Transportation Introduction - Question 2

Which is the most flexible type of transportation available?

Detailed Solution for Test: Transportation Introduction - Question 2

The other 3 types of transport systems have to depend upon the roads to reach their destination point from the terminals that is railway station, harbours and airports.

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Test: Transportation Introduction - Question 3

The PMGSY aims to connect all villages under population of 500 by which year?

Detailed Solution for Test: Transportation Introduction - Question 3

The PMGSY aims to connect all the villages of population above 1000 by 2003 and population below 500 by 2007 it later became a part of bharat nirman programme.

Test: Transportation Introduction - Question 4

The speed-density relationship for a road section is shown in the figure.

The shape of flow-density relationship is

Detailed Solution for Test: Transportation Introduction - Question 4

Concept:

We know, Traffic capacity (q) = velocity (v) × density (k) ⇒ q = kV

For Case 1: When speed is constant, and density of the flow keeps on increasing at the same speed.

q = k × constant

∴ Flow becomes the linear function of density and with increase in density, flow increases linearly.

For Case 2: With decrease in the speed further, density increases linearly.

Here flow becomes the function the speed as well as density and hence flow becomes the parabolic function of density as density is varying with speed.

∴ After that V varies linearly with k, so q will vary parabolically with k.

Test: Transportation Introduction - Question 5

An isolated concrete pavement slab of length L is resting on a frictionless base. The temperature of the top and bottom fiber of the slab are Tt and Tb, respectively. Given: the coefficient of thermal expansion = α and the elastic modulus = E. Assuming Tt > Tb and the unit weight of concrete as zero, the maximum thermal stress is calculated as

Detailed Solution for Test: Transportation Introduction - Question 5

As the base of the slab is frictionless less, the Slab base is free to expand in all directions.

⇒ ∴ Thermal stress = zero

Test: Transportation Introduction - Question 6

The current road length in India is in which position in the world?

Detailed Solution for Test: Transportation Introduction - Question 6

The total roadway length in India is around5, 532,482km in march 2015 which is the 2nd largest network in the world.

Test: Transportation Introduction - Question 7

For a broad gauge railway track on a horizontal curve of radius R ( in m) the equilibrium cant e required for a train moving at a speed of V (in km per hour) is

Detailed Solution for Test: Transportation Introduction - Question 7

Equilibrium cant =GV2 / 127R

V - Design speed (kmph)

R - Radius of curvature (m)

For B.G track G = 1.676

Test: Transportation Introduction - Question 8

The current highway development works in India are undertaken by?

Detailed Solution for Test: Transportation Introduction - Question 8

The highway works all across the country are undertaken by NHAI, It was formed in 1988 and it has mandate to follow all the NHDP (national highway development programme) which is implemented in phases.

Test: Transportation Introduction - Question 9

A runway is being constructed in a new airport as per the International Civil Aviation Organization (ICAO) recommendations. The elevation and the airport reference temperature of the airport are 535 m above the mean sea level and 22.65°C, respectively. Consider the effective gradient of runway as 1%. The length of runway required for a design-aircraft under the standard condition is 2000 m. Within the framework of applying sequential corrections as per the ICAO recommendations, the length of runway corrected for the temperature is

Detailed Solution for Test: Transportation Introduction - Question 9

Correction for elevation: 7% increase per 300 m

So, correction =

= 249.66 m

Corrected length = 2000 + 249.66 = 2249.66 m

Correction for temperature:

Standard atmospheric temperature = 15 – 0.0065 × 535 = 11.5225°C

Rise of temp = 22.65°C – 11.523°C = 11.127°C

Correct length = 2249.66 + 250.320 = 2499.98 m

Check for total correction for elevation plus temperature

According to ICAO, this should not exceed by 35%.

Test: Transportation Introduction - Question 10

Which of the following statements CANNOT be used to describe free flow speed (uf) of a traffic stream?

Detailed Solution for Test: Transportation Introduction - Question 10

For the option A:

For the speed - flow relationship:

It can be observed that the free flow speed (uf) is the speed when flow is negligible. 

At low speed, traffic volume would be low. With an increase in speed, volume increases up to a certain limit (approximately half of free-flow speed) then reduced similarly after that limit.

For option B: 

From the above diagrams, it can be observed that free flow speed (uf is the speed when density is negligible.

With the increase in density, traffic volume increases upto certain limit then decreases.

For option C: Traffic speed uf is affected by geometry and surface conditions of the road which is correct.

For option D: From the above statements we can conclude that uf is the speed at which flow is maximum and density is optimum is incorrect.

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