For a horizontal curve, the radius of a circular curve is 300 m with the design speed 15 m/s. If the allowable jerk is 0.75 m/s$^3$, what is the minimum length (in m, integer) of the transition curve?
Step 1: Use the jerk (rate of change of radial acceleration) criterion.
For a transition curve, the minimum length based on allowable jerk $C$ is
\[
L_{\min}=\frac{v^{3}}{C\,R},
\]
where $v$ is speed (m/s) and $R$ is radius (m).
Step 2: Substitute the data.
Given $v=15$ m/s, $R=300$ m, $C=0.75$ m/s$^3$:
\[
L_{\min}=\frac{15^{3}}{0.75 \times 300}
=\frac{3375}{225}=15~\text{m}.
\]
\[
\boxed{15}
\]
Given \( G_1 \) and \( G_2 \) are the slopes of the approach and departure grades of a vertical curve, respectively.
Given \( |G_1| < |G_2| \) and \( |G_1| \neq |G_2| \neq 0 \), Statement 1: \( +G_1 \) followed by \( +G_2 \) results in a sag vertical curve.
Statement 2: \( -G_1 \) followed by \( -G_2 \) results in a sag vertical curve.
Statement 3: \( +G_1 \) followed by \( -G_2 \) results in a crest vertical curve.
Which option amongst the following is true?
For a horizontal curve, the radius of a circular curve is 300 m with the design speed 15 m/s. If the allowable jerk is 0.75 m/s$^3$, what is the minimum length (in m, integer) of the transition curve?
As per the Indian Roads Congress guidelines (IRC 86: 2018), extra widening depends on which of the following parameters?
Consider a five-digit number PQRST that has distinct digits P, Q, R, S, and T, and satisfies the following conditions:
1. \( P<Q \)
2. \( S>P>T \)
3. \( R<T \)
If integers 1 through 5 are used to construct such a number, the value of P is:



