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Vertical curve -1% and +0.5%, IP 500 m

Short answer

Curve length 300 m; BVC at 350 m (RL 351.5 m), EVC at 650 m (RL 350.75 m). Lowest point at chainage 550 m, RL 350.5 m. Tangent-offset method yields levels at 30 m intervals as tabulated.

In a road alignment a falling grade of 1% is followed by rising grade of 0.5%. The chainage and RL of the intersection point are 500 and 350 m respectively. The rate of change of grade is 0.1% per 20 m. Calculate the necessary data required for setting out the vertical curve, take peg interval of 30 m.

A parabolic vertical curve with a constant rate of change of grade is set out using the tangent-offset method.

Step 1: Length of the curve

Rate of change of grade r=0.1%r = 0.1\% per 20 m, algebraic change in grade =0.5−(−1)=1.5%= 0.5 - (-1) = 1.5\%.

L=∣g2−g1∣r×20=1.50.1×20=300 mL = \frac{|g_2-g_1|}{r}\times 20 = \frac{1.5}{0.1}\times 20 = 300\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=150L/2 = 150 m.

Ch. of BVC=500−150=350 mCh. of EVC=500+150=650 mRL of BVC=350−(−1)100×150=351.5 mRL of EVC=350+(0.5)100×150=350.75 m\begin{aligned} \text{Ch. of BVC} &= 500 - 150 = 350\ \text{m}\\ \text{Ch. of EVC} &= 500 + 150 = 650\ \text{m}\\ \text{RL of BVC} &= 350 - \frac{(-1)}{100}\times 150 = 351.5\ \text{m}\\ \text{RL of EVC} &= 350 + \frac{(0.5)}{100}\times 150 = 350.75\ \text{m} \end{aligned}

Step 3: RL of curve points

Using the tangent-offset form of the parabola (xx measured from BVC, grades in %):

yx=RLBVC+g1x100+(g2−g1)x2200Ly_x = \text{RL}_{BVC} + \frac{g_1 x}{100} + \frac{(g_2-g_1)x^2}{200L}

with g1=−1%g_1 = -1\%, g2=0.5%g_2 = 0.5\% and L=300L = 300 m, the offset is y=(1.5)x2200×300y = \frac{(1.5)x^2}{200\times 300}. The pegs are taken at multiples of 30 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
3500351.5000.000351.500
36010351.400+0.003351.403
39040351.100+0.040351.140
42070350.800+0.123350.923
450100350.500+0.250350.750
480130350.200+0.423350.623
510160349.900+0.640350.540
540190349.600+0.903350.503
570220349.300+1.210350.510
600250349.000+1.563350.563
630280348.700+1.960350.660
650300348.500+2.250350.750

Check: the last curve RL (350.75 m) equals the RL of EVC (350.75 m), and at the IP chainage the curve lies 0.563 m above the IP, at RL 350.563 m.

Step 4: Lowest point

At the lowest point the grade is zero, so x=−g1Lg2−g1=1×3001.5=200x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{1\times 300}{1.5} = 200 m from BVC.

  • Chainage = 350 + 200 = 550 m
  • RL = 351.5 + (-1/100)(200) + (1.5)(200)²/(200 × 300) = 350.5 m

The pegs are at multiples of 30 m; the BVC (350 m) and EVC (650 m) are added as the end points of the curve.

Answer: L=300L = 300 m, BVC at 350 m (RL 351.5 m), EVC at 650 m (RL 350.75 m), lowest point at chainage 550 m (RL 350.5 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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