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Vertical curve table, -4.5% and +3.5%, 200 m

Short answer

Curve length 200 m; BVC at 1400 m (RL 1004.5 m), EVC at 1600 m (RL 1003.5 m). Lowest point at chainage 1512.5 m, RL 1001.969 m. Levels at 20 m intervals computed by tangent-offset method are provided in the table.

Prepare a table giving all necessary data for setting out a vertical curve. In a road alignment a grade of -4.5% followed by +3.5%, R.L. of I.P. = 1000 m, chainage of IP = 1500 m connect the two grade by a parabolic curve 200 m long. Take peg interval = 20 m.

A parabolic vertical curve of the given length is set out by the tangent-offset method.

Step 1: Given data

g1=−4.5%g_1 = -4.5\%, g2=3.5%g_2 = 3.5\%, L=200L = 200 m, change of grade =8%= 8\%. Mid-ordinate e=L∣g2−g1∣800=2e = \dfrac{L|g_2-g_1|}{800} = 2 m.

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=100L/2 = 100 m.

Ch. of BVC=1500−100=1400 mCh. of EVC=1500+100=1600 mRL of BVC=1000−(−4.5)100×100=1004.5 mRL of EVC=1000+(3.5)100×100=1003.5 m\begin{aligned} \text{Ch. of BVC} &= 1500 - 100 = 1400\ \text{m}\\ \text{Ch. of EVC} &= 1500 + 100 = 1600\ \text{m}\\ \text{RL of BVC} &= 1000 - \frac{(-4.5)}{100}\times 100 = 1004.5\ \text{m}\\ \text{RL of EVC} &= 1000 + \frac{(3.5)}{100}\times 100 = 1003.5\ \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=−4.5%g_1 = -4.5\%, g2=3.5%g_2 = 3.5\%, L=200L = 200 m, so the offset is y=(8)x2200×200y = \frac{(8)x^2}{200\times 200} and pegs are taken at multiples of 20 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
140001004.5000.0001004.500
1420201003.600+0.0801003.680
1440401002.700+0.3201003.020
1460601001.800+0.7201002.520
1480801000.900+1.2801002.180
15001001000.000+2.0001002.000
1520120999.100+2.8801001.980
1540140998.200+3.9201002.120
1560160997.300+5.1201002.420
1580180996.400+6.4801002.880
1600200995.500+8.0001003.500

Check: the last curve RL (1003.5 m) equals the RL of EVC (1003.5 m), and the curve at the IP chainage lies 2 m above the IP, at RL 1002 m.

Step 4: Lowest point

At the lowest point the grade is zero, so x=−g1Lg2−g1=4.5×2008=112.5x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{4.5\times 200}{8} = 112.5 m from BVC.

  • Chainage = 1400 + 112.5 = 1512.5 m
  • RL = 1004.5 + (-4.5/100)(112.5) + (8)(112.5)²/(200 × 200) = 1001.969 m

Answer: L=200L = 200 m, BVC at 1400 m (RL 1004.5 m), EVC at 1600 m (RL 1003.5 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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