The effect of grade on safe overtaking sight distance is
A. to increase it on descending grades and to decrease it on ascending grades
B. to decrease it on descending grades and to increase it on ascending grades
C. to increase it on both descending and ascending grades
D. to decrease it on both descending and ascending grades
Answer: Option B
Solution (By Examveda Team)
Overtaking Sight Distance (OSD) is the distance required by a vehicle to safely overtake a slower vehicle without causing a collision with oncoming traffic.Option A: to increase it on descending grades and to decrease it on ascending grades
This option is incorrect.
On descending grades, gravity helps the vehicle accelerate faster, reducing the time and distance required to overtake. So, OSD should decrease, not increase.
On ascending grades, vehicles accelerate slower due to gravity, so OSD should increase, not decrease.
Option B: to decrease it on descending grades and to increase it on ascending grades
This is the correct option.
On descending grades, vehicles gain speed more easily, reducing overtaking time and hence the required OSD decreases.
On ascending grades, vehicles accelerate slowly, increasing the overtaking time and required OSD increases.
Option C: to increase it on both descending and ascending grades
This option is incorrect.
It is true that OSD increases on ascending grades, but not on descending grades. On descending grades, acceleration is easier, so OSD decreases.
Option D: to decrease it on both descending and ascending grades
This option is also incorrect.
While OSD decreases on descending grades due to increased acceleration, it actually increases on ascending grades due to reduced acceleration.
Conclusion:
The correct answer is Option B: to decrease it on descending grades and to increase it on ascending grades.
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Comments (1)
Highway facilities are designed for
A. annual average hourly volume
B. annual average daily traffic
C. thirtieth highest hourly volume
D. peak hourly volume of the year
The provision of traffic signals at intersections
A. reduces right angled and rear end collisions
B. increases right angled and rear end collisions
C. reduces right angled collisions but may increase rear end collisions
D. reduces rear end collisions but may increase right angled collisions
In CBR test the value of CBR is calculated at
A. 2.5 mm penetration only
B. 5.0 mm penetration only
C. 7.5 mm penetration only
D. both 2.5 mm and 5.0 mm penetrations
If aggregate impact value is 20 to 30 percent, then it is classified as
A. exceptionally strong
B. strong
C. satisfactory for road surfacing
D. unsuitable for road surfacing
correct