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Vertical curve +3.5% and -0.5%, 1266 m at 780

Short answer

An equal-tangent parabolic curve is used; mid-ordinate e = 1 m gives length L = 800×1/|−0.5−3.5| = 200 m. BVC at chainage 680 m (RL 1263.5 m), EVC at 880 m (RL 1266.5 m). Highest point at chainage 855 m, RL 1266.56 m.

A grade of 3.5% meets another grade of -0.5%. The elevation and chainage of intersection pt are 1267.00 m and 780.00 m respectively. Field condition requires that vertical curve should pass through a point of elevation 1266.00 m at chainage 780.00 m. Compute a suitable equal tangent vertical curve and full station elevation including highest point. Take peg interval = 30 m.

An equal-tangent parabolic vertical curve is set out. Because the curve passes through the given level at the IP chainage, the vertical gap between the IP and the curve there is the mid-ordinate ee of the curve.

Step 1: Length of the curve

The curve is a summit curve, so the curve lies below the IP:

e=1266−1267=−1 m ⇒ ∣e∣=1 me = 1266 - 1267 = -1\ \text{m}\ \Rightarrow\ |e| = 1\ \text{m}

For an equal-tangent parabola, e=L ∣g2−g1∣800e = \dfrac{L\,|g_2-g_1|}{800} (grades in %), hence

L=800 e∣g2−g1∣=800×1∣−0.5−(3.5)∣=8004=200 mL = \frac{800\,e}{|g_2-g_1|} = \frac{800\times 1}{|-0.5-(3.5)|} = \frac{800}{4} = 200\ \text{m}

Step 2: BVC, EVC and their levels

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

Ch. of BVC=780−100=680 mCh. of EVC=780+100=880 mRL of BVC=1267−(3.5)100×100=1263.5 mRL of EVC=1267+(−0.5)100×100=1266.5 m\begin{aligned} \text{Ch. of BVC} &= 780 - 100 = 680\ \text{m}\\ \text{Ch. of EVC} &= 780 + 100 = 880\ \text{m}\\ \text{RL of BVC} &= 1267 - \frac{(3.5)}{100}\times 100 = 1263.5\ \text{m}\\ \text{RL of EVC} &= 1267 + \frac{(-0.5)}{100}\times 100 = 1266.5\ \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=3.5%g_1 = 3.5\%, g2=−0.5%g_2 = -0.5\%, L=200L = 200 m, so the offset is y=(−4)x2200×200y = \frac{(-4)x^2}{200\times 200} and pegs are taken at multiples of 30 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
68001263.5000.0001263.500
690101263.850-0.0101263.840
720401264.900-0.1601264.740
750701265.950-0.4901265.460
7801001267.000-1.0001266.000
8101301268.050-1.6901266.360
8401601269.100-2.5601266.540
8701901270.150-3.6101266.540
8802001270.500-4.0001266.500

Check: the last curve RL (1266.5 m) equals the RL of EVC (1266.5 m), and the curve at the IP chainage lies 1 m below the IP, at RL 1266 m.

Step 4: Highest point

At the highest point the grade is zero, so x=−g1Lg2−g1=−3.5×200−4=175x = \dfrac{-g_1 L}{g_2-g_1} = \dfrac{-3.5\times 200}{-4} = 175 m from BVC.

  • Chainage = 680 + 175 = 855 m
  • RL = 1263.5 + (3.5/100)(175) + (-4)(175)²/(200 × 200) = 1266.562 m

Answer: L=200L = 200 m, BVC at 680 m (RL 1263.5 m), EVC at 880 m (RL 1266.5 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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