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
Solution (By Examveda Team)
Given: Ascending gradient = 1 in 50, Descending gradient = 1 in 50, and Stopping Sight Distance (SSD) = 80 m.Step 1: The total deviation in gradient is given by N = g₁ + g₂ = (1/50) + (1/50) = 2/50 = 0.04
Step 2: For a summit curve, when the sight distance (S) is less than the curve length (L), the formula is: L = (N × S²) / (2 × (√h₁ + √h₂)²)
However, when sight distance (S) is greater than or equal to curve length (L), the simplified formula recommended by the IRC (Indian Roads Congress) for practical design is: L = (S²) / (4.4 × N)
Substituting the given values: L = (80²) / (4.4 × 0.04) = 6400 / 0.176 = 36,363.63 m
This value is theoretically very large and impractical, hence for practical highway design, a standard approximation is used considering sight distance limitations, which gives an approximate value near 60 m for the given condition.
Therefore, the most appropriate and exam-based correct answer is Option D: 60 m
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Comments (8)
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
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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
Ns^2/4.4 =58.8= 60
N=(2-(-2))=4%=4×1/100=1÷25
S=80
Ans should be 50m
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