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MCQ
142. The stopping sight distance is always -----overtaking sight distance.
SSD=d1+d2 OVS=d1+d2+d3
equal to
greater than
less than
none of these
143. The stopping sight distance depends upon the-
ব্যাখ্যা: Stoping sight distance=Reaction distance (d1)+ Breaking distance (d2).
reaction time
breaking time
speed of vehicle
all of these
146. Exceptional gradient should not be provided in a length more than-
ব্যাখ্যা: একান্তভারে বাধ্য হয়ে লিমিটিং গ্রেডিয়েন্ট অপেক্ষা অধিক গ্রেডিয়েন্ট প্রয়োগ করা হয়, তাকে একসেপশনাল গ্রেডিয়েন্ট বলে। এটি সায়ান্য দৈর্ঘ্যে করা যেতে পারে।
0m
20m
50m
100m
149. The reaction time of a driver---- with the increase in speed.
remains constant
increases
decreases
same
150. Alignment of a road is finally decided on the basis of-
selection of route
trace cut
field survey
none of these
156. The type of transition curve recommended by the IRC is-
cubic parabola
lamniscate
cubic spiral
none of these
158. Which of the following is not a transition curve?
compound curve
cubic parabola
cubic spiral
true spiral
159. The thickness of the parapet wall, on the valley side of the roadway, is usually kept as-
20cm 60cm
60cm
40cm
80cm