If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be
A. zero
B. 64m
C. 80m
D. 60m
Answer: Option D
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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
Ans should be 50m
According to given gradient condition aummit curve will be form..
So for summit curve we have two conditions
1- length of curve > SSD
L= NS^2/4.4
But this condition is not satisfied. So we will use
Second condition i.e.
2- length of curve < SSD
L= 2S- (4.4/N)
And for this condition we have exact answer i.e. equal to 50 meter.
using NS*S/4 formula we are getting L = 64
by gn pbm S=80. So S greater than L
So using the formula L = 2S-4/N
getting the ans is L=60
D is correct ans
Ns/4
NS*S/4 foRMULA SO ANSEWR IS 64
Formula -
(NS²)/4.4