Highway Sheet 03
-
1) Question.
While calculating the overtaking sight distance, the height of the object above road surface, is assumed
Answer. -
2) Question.
While calculating the sight distance, the driver's eye above road surface, is assumed
Answer. -
3) Question.
The minimum cross fall of shoulders is kept
Answer. -
4) Question.
The desirable camber for straight roads with thin bituminous surfaceing, is
Answer. -
5) Question.
The desirable camber for straight roads with water bound macadam or gravel surface, is
Answer. -
6) Question.
The desirable camber for straight cement concrete roads, is
Answer. -
7) Question.
A single lane carriage way whenever changes to two-land carriage way, is affected through a taper of
Answer. -
8) Question.
Width of the shoulders of carriage way is generally kept
Answer. -
9) Question.
Road width 8.8 m of two lane National highways or State highways in mountainous terrain
Answer. -
10) Question.
Roadway width for a National highways and State highways (two-lanes) is
Answer. -
11) Question.
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is -
Answer. -
12) Question.
The effect of grade on safe overtaking sight distance is -
Answer. -
13) Question.
If the stopping distance is 60 metres, then the minimum stopping sight distance for two lane, two way traffic is -
Answer. -
14) Question.
Reaction time of a driver -
Answer. -
15) Question.
Stopping sight distance is always -
Answer. -
16) Question.
The desirable length of overtaking zone as per IRC recommendation is equal to -
Answer. -
17) Question.
On a single lane road with two way traffic, the minimum stopping sight distance is equal to -
Answer. -
18) Question.
Compared to a level surface, on a descending gradient the stopping sight distance is -
Answer. -
19) Question.
Camber in the road is provided for -
Answer. -
20) Question.
In highway construction on superelevated curves, the rolling shall proceed from
Answer.
