Transportation Engineering (3150611) MCQs

MCQs of Highway Transportation_Part 2: Highway Geometric design

Showing 21 to 20 out of 30 Questions
21.
Calculate the minimum sight distance required to avoid a head on collision of two cars approaching from the opposite directions at 90 and 60 kmph. Assume a reaction time of 2.5 seconds, coefficient of friction 0.7 and a brake efficiency of 50 percent in both cases.
(a) 153.6 m
(b) 82.2 m
(c) 236 m
(d) 71.4 m
Answer:

Option (c)

22.
Driver's reaction time of _______ seconds is considered for determining SSD.
(a) 2.2
(b) 2.5
(c) 2.1
(d) 3.5
Answer:

Option (b)

23.
Driver's reaction time of _______ seconds is considered for determining OSD.
(a) 2.0
(b) 2.2
(c) 2.5
(d) 2.6
Answer:

Option (a)

24.
Roadway width for NH and SH (two lanes) passing through rolling terrain as per IRC is _____________.
(a) 7.0 m
(b) 7.5 m
(c) 5.5 m
(d) 12.0 m
Answer:

Option (d)

25.
_________ is the centrifugal ratio.
(a) PW=R2vg
(b) PW=v2gR
(c) Pv=W2gR
(d) PR=Wv2g
Answer:

Option (b)

26.
The maximum value of super-elevation is limited to ____________.
(a) 0.07
(b) 0.70
(c) 0.007
(d) 70.0
Answer:

Option (a)

27.
On hill roads not bound by snow maximum super-elevation up to __________ is recommended.
(a) 7 %
(b) 4 %
(c) 10 %
(d) 12 %
Answer:

Option (c)

28.
The radius of a horizontal circular curve is 100 m. The design speed is 50 kmph and the design coefficient of lateral friction is 0.15. Calculate the super-elevation required if full lateral friction is assumed to develop.
(a) 1 in 21
(b) 1 in 25
(c) 1 in 30
(d) 1 in 15
Answer:

Option (a)

29.
From practical consideration it is suggested that the super-elevation should be provided to fully counteract the centrifugal force due to _______ of design speed.
(a) 75 %
(b) Twice
(c) Thrice
(d) 50 %
Answer:

Option (a)

30.
A two-lane road with design speed 80 kmph has horizontal curve of radius 480 m. Design the rate of super-elevation for mixed traffic.
(a) 5.9 %
(b) 0.59 %
(c) 9.5 %
(d) 0.95 %
Answer:

Option (a)

Showing 21 to 20 out of 30 Questions