Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Test: Traffic Engineering- 1 - Civil Engineering (CE) MCQ

Test: Traffic Engineering- 1 - Civil Engineering (CE) MCQ


Test Description

10 Questions MCQ Test - Test: Traffic Engineering- 1

Test: Traffic Engineering- 1 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Traffic Engineering- 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Traffic Engineering- 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Traffic Engineering- 1 below.
Solutions of Test: Traffic Engineering- 1 questions in English are available as part of our course for Civil Engineering (CE) & Test: Traffic Engineering- 1 solutions in Hindi for Civil Engineering (CE) course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Traffic Engineering- 1 | 10 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Traffic Engineering- 1 - Question 1

Select the correct statement.

Detailed Solution for Test: Traffic Engineering- 1 - Question 1

Traffic capacity is the ability of a road to accommodate traffic volume. It is expressed as the maximum number of vehicle in a lane or a road that can pass a given point in a unit time, usually an hour.

Test: Traffic Engineering- 1 - Question 2

Which of the following is indicated by a warning sign?

1 Crore+ students have signed up on EduRev. Have you? Download the App
Test: Traffic Engineering- 1 - Question 3

Which of the following shows skewed and staggered form of intersection?

Test: Traffic Engineering- 1 - Question 4

The entrance and exit curves of a rotary have

Detailed Solution for Test: Traffic Engineering- 1 - Question 4

Vehicles leaving the rotary would accelerate to the speed of the radiating roads and hence the exit curves should be of larger radii than entry curves. Hence the pavement width at entrance curve will be higher than at exit curve as the radius of the former is less than the latter.

Test: Traffic Engineering- 1 - Question 5

Maximum number of vehicles can be parked with

Detailed Solution for Test: Traffic Engineering- 1 - Question 5

Angle parking or parallel parking may be allowed in the kerb parking. Angle parking may be at angle 30, 60 or 90 degrees. Angle parking accommodates more vehicles per unit length of kerb and maximum vehicles that can be parked is with an angle of 90 degree.

Test: Traffic Engineering- 1 - Question 6

Moving car observer method is a procedure

Test: Traffic Engineering- 1 - Question 7

Desire lines are drawn based on

Detailed Solution for Test: Traffic Engineering- 1 - Question 7

Desire lines are plotted which is a graphical representation prepared in almost all O and D surveys, Desire lines are straight lines connecting the origin points with destinations. The width of such desire lines is drawn proportional to the number of trips in both directions.

Test: Traffic Engineering- 1 - Question 8

The PCU (passenger car unit) value for car on an urban road is

Detailed Solution for Test: Traffic Engineering- 1 - Question 8

The PCU may be considered as a measure of the relative space requirement of a vehicle class compared to that of a passenger car under a specified set of roadway, traffic and other conditions. If the addition of one vehicle of a particular class in the traffic stream produces the same effect as that due to the addition of one passenger car, then that vehicle class is considered equivalent to the passenger car with a PCU value equal to 1.0.

Test: Traffic Engineering- 1 - Question 9

Traffic flow equation for a section of road is u = 80 - 0.7 K where ‘u’ is the speed in kmph and ‘K’ is the density in vpkm (vehicles per km). The maximum expected flow is

Detailed Solution for Test: Traffic Engineering- 1 - Question 9

Traffic flow equation:
u = 80 - 0.7k
Since flow, q = u · k = 80 k - 0.7 k2

Test: Traffic Engineering- 1 - Question 10

During measurement in spot speed study, a total of 1000 vehicles were observed. 85 per centile and 15 percentile speeds were obtained as 40 kmph and 10 kmph respectively. The number of vehicles moving between speeds of 10 kmph and 40 kmph would be:

Detailed Solution for Test: Traffic Engineering- 1 - Question 10

Percentile speed gives cumulative percentage of vehicle travelling at or below that speed. 
Between 85 percentile and 15 percentile speed, 70% of vehicles will be travelling. So 700 vehicles have speed between 10 kmph and 40 kmph.
The difference between 85 percentile speed and 15 percentile speed gives quality of flow.

Information about Test: Traffic Engineering- 1 Page
In this test you can find the Exam questions for Test: Traffic Engineering- 1 solved & explained in the simplest way possible. Besides giving Questions and answers for Test: Traffic Engineering- 1, EduRev gives you an ample number of Online tests for practice

Top Courses for Civil Engineering (CE)

Download as PDF

Top Courses for Civil Engineering (CE)