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Vertical curve -1% and +0.5% by parabolic method

Short answer

The rate of change of grade 0.1%/20 m and algebraic change 1.5% give length L = (1.5/0.1)×20 = 300 m. BVC at chainage 1350 m (RL 1251.5 m), EVC at 1650 m (RL 1250.75 m). The lowest point is at chainage 1550 m, RL 1250.5 m.

In a road alignment a grade of (-)1% is followed by another grade of 0.5%. The chainage and RL of intersection pt are 1500 m and 1250 m respectively. The rate of change of grade is 0.1% /20 m. Calculate the necessary data required for setting out of vertical curve by parabolic equation method take peg interval = 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=1500−150=1350 mCh. of EVC=1500+150=1650 mRL of BVC=1250−(−1)100×150=1251.5 mRL of EVC=1250+(0.5)100×150=1250.75 m\begin{aligned} \text{Ch. of BVC} &= 1500 - 150 = 1350\ \text{m}\\ \text{Ch. of EVC} &= 1500 + 150 = 1650\ \text{m}\\ \text{RL of BVC} &= 1250 - \frac{(-1)}{100}\times 150 = 1251.5\ \text{m}\\ \text{RL of EVC} &= 1250 + \frac{(0.5)}{100}\times 150 = 1250.75\ \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)
135001251.5000.0001251.500
1380301251.200+0.0231251.223
1410601250.900+0.0901250.990
1440901250.600+0.2031250.803
14701201250.300+0.3601250.660
15001501250.000+0.5631250.563
15301801249.700+0.8101250.510
15602101249.400+1.1031250.503
15902401249.100+1.4401250.540
16202701248.800+1.8231250.623
16503001248.500+2.2501250.750

Check: the last curve RL (1250.75 m) equals the RL of EVC (1250.75 m), and at the IP chainage the curve lies 0.563 m above the IP, at RL 1250.563 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 = 1350 + 200 = 1550 m
  • RL = 1251.5 + (-1/100)(200) + (1.5)(200)²/(200 × 300) = 1250.5 m

Answer: L=300L = 300 m, BVC at 1350 m (RL 1251.5 m), EVC at 1650 m (RL 1250.75 m), lowest point at chainage 1550 m (RL 1250.5 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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