Traffic Engineering and Management (3160615) MCQs

MCQs of Highway Capacity

Showing 11 to 18 out of 18 Questions
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11.

Logarithmic model for traffic stream is developed by _______________.

(a)

Greenberg
(b)

Underwood
(c)

Newton
(d)

Greenshield
Answer:

Option (a)

12.

Underwood developed an _______________ model for traffic stream.

(a)

Linear
(b)

Exponential
(c)

Logarithmic
(d)

Polynomial
Answer:

Option (b)

13.

What is the basic capacity of a lane if the operating speed is 65 km/hr with a safe stopping sight distance of 90 m? Assume average length of vehicle = 6 m.

(a)

771 veh/hr
(b)

654 veh/hr
(c)

677 veh/hr
(d)

560 veh/hr
Answer:

Option (c)

14.

Which vehicular characteristics are considered for determination of dynamic PCUs in INDO-HCM (2017)?

(a)

Area and Weight
(b)

Volume and Density
(c)

Speed and Area
(d)

Length and Speed
Answer:

Option (c)

15.

The length of uninterrupted road section selected for Capacity Study for INDO-HCM ranges from ______________. 

(a)

50 m to 100 m
(b)

150 m to 200 m
(c)

2.5 km to 3.0 km
(d)

8.0 km to 10.0 km
Answer:

Option (c)

16.

__________________ is the maximum number of vehicles that can pass a given point on a lane in an hour under prevailing conditions of traffic flow.

(a)

Basic capacity
(b)

Possible capacity
(c)

Practical capacity
(d)

Design capacity
Answer:

Option (b)

17.

Which of the following method is used to determine dynamic PCUs in INDO-HCM (2017)?

(a)

Chandra's method
(b)

Homogenization coefficient method
(c)

Density method
(d)

Equilibrium method
Answer:

Option (a)

18.

What is the capacity (PCUs/Hour/Direction) of four lane divided urban road as per INDO-HCM (2017)?

(a)

2700 
(b)

1350
(c)

1900
(d)

2400
Answer:

Option (a)

Showing 11 to 18 out of 18 Questions
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