- 2081 Ashwin · 8 marks
Vertical curve with intermediate sight distance
Short answer
For an intermediate lane road with 80 km/h design speed, ISD 255 m, grades +5% and -1.5% meeting at chainage 1000 m (RL 500 m), the summit curve length is 440.3 m (using L = NS²/9.6 with N=0.065). BVC is at chainage 779.86 m (RL 488.99 m). Highest point is at chainage 1118.53 m (RL 497.46 m). Point 50 m right of PVI (chainage 1050 m) has RL 497.11 m.
An intermediate lane road is to be designed with intermediate sight distance of 255 m. The road is the two-way road having 5% gradient meets a 1.5% gradient at a chainage of (1 + 000) and at the reduced level of 500 m. If the design speed of the road is 80 km/hr, determine RL and chainage of the beginning of the curve, highest point and 50 m right of point of vertical intersection on the curve. Take frictional coefficient f = 0.35.
Given: ISD m, km/h, (the ISD is : m, which is consistent with these values), PVI at chainage , RL m, .
Reading: a highest point exists only if the second grade falls, so the grades are and . This is a summit curve with
Length of the curve
Intermediate sight distance, eye height m and object height m (IRC): . Assuming :
so the assumption holds.
(a) Beginning of the curve (BVC)
(b) Highest point
Distance from BVC:
Chainage m.
(c) Point 50 m to the right of PVI
Chainage m, and m from BVC:
Answer: BVC at chainage 779.86 m (RL 488.99 m); highest point at chainage 1118.53 m (RL 497.46 m); point 50 m right of PVI (chainage 1050 m) RL 497.11 m. End of curve at chainage 1220.14 m, RL 496.70 m.
✓ Answer checked by Claude Opus 5.5 (high effort)
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