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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 =255= 255 m, V=80V = 80 km/h, f=0.35f = 0.35 (the ISD is 2×SSD2\times SSD: 2×127.6=255.22\times127.6 = 255.2 m, which is consistent with these values), PVI at chainage 1+0001+000, RL 500500 m, g1=+5%g_1 = +5\%.

Reading: a highest point exists only if the second grade falls, so the grades are g1=+5%g_1 = +5\% and g2=−1.5%g_2 = -1.5\%. This is a summit curve with

N=0.05+0.015=0.065N = 0.05 + 0.015 = 0.065

Length of the curve

Intermediate sight distance, eye height H=1.2H = 1.2 m and object height h=1.2h = 1.2 m (IRC): (2H+2h)2=9.6(\sqrt{2H}+\sqrt{2h})^2 = 9.6. Assuming S<LS < L:

L=NS29.6=0.065×25529.6=440.3 mL = \frac{N S^2}{9.6} = \frac{0.065\times255^2}{9.6} = 440.3\ \text{m}

S=255<440.3S = 255 < 440.3 so the assumption holds.

(a) Beginning of the curve (BVC)

Chainage=1000−L2=1000−220.14=779.86 m (0+779.86)RL=500−0.05×220.14=488.99 m\begin{aligned} \text{Chainage} &= 1000 - \frac{L}{2} = 1000 - 220.14 = 779.86\ \text{m}\ (0+779.86)\\ RL &= 500 - 0.05\times220.14 = 488.99\ \text{m} \end{aligned}

(b) Highest point

Distance from BVC:

x=g1LN=0.05×440.270.065=338.67 mx = \frac{g_1 L}{N} = \frac{0.05\times440.27}{0.065} = 338.67\ \text{m}

Chainage =779.86+338.67=1118.53= 779.86 + 338.67 = 1118.53 m.

RL=488.99+0.05(338.67)−0.065 (338.67)22×440.27=488.99+16.93−8.47=497.46 mRL = 488.99 + 0.05(338.67) - \frac{0.065\,(338.67)^2}{2\times440.27} = 488.99 + 16.93 - 8.47 = 497.46\ \text{m}

(c) Point 50 m to the right of PVI

Chainage =1050= 1050 m, and x=220.14+50=270.14x = 220.14 + 50 = 270.14 m from BVC:

RL=488.99+0.05(270.14)−0.065 (270.14)22×440.27=488.99+13.51−5.39=497.11 mRL = 488.99 + 0.05(270.14) - \frac{0.065\,(270.14)^2}{2\times440.27} = 488.99 + 13.51 - 5.39 = 497.11\ \text{m}

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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