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Vertical curve (-)3% and (-)35%, IP 2477 m

Short answer

Using the mid-ordinate e = 2.5 m from IP to curve, length L = 800×2.5/32 = 62.5 m. Equal-tangent summit curve: BVC at 4468.75 m (2477.938 m), EVC at 4531.25 m (2466.062 m). Highest point BVC, lowest EVC.

A grade of (-)3% meets another grade of (-)35%. The elevation and chainage of IP are 2477.00 m and 4500 m respectively. Field conditions require that the vertical curve should pass through a point of elevation 2474.50 m at chainage 4500.00 m. Compute a suitable equal tangent vertical curve including full station elevations. Take peg interval 30 m.

The second grade is taken as written, −35%-35\%. (If it was meant to be −3.5%-3.5\%, the same method gives L=800×2.5/0.5=4000L = 800\times 2.5/0.5 = 4000 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=2474.5−2477=−2.5 m ⇒ ∣e∣=2.5 me = 2474.5 - 2477 = -2.5\ \text{m}\ \Rightarrow\ |e| = 2.5\ \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∣=800×2.5∣−35−(−3)∣=200032=62.5 mL = \frac{800\,e}{|g_2-g_1|} = \frac{800\times 2.5}{|-35-(-3)|} = \frac{2000}{32} = 62.5\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a summit (crest) curve with equal tangent lengths L/2=31.25L/2 = 31.25 m.

Ch. of BVC=4500−31.25=4468.75 mCh. of EVC=4500+31.25=4531.25 mRL of BVC=2477−(−3)100×31.25=2477.938 mRL of EVC=2477+(−35)100×31.25=2466.062 m\begin{aligned} \text{Ch. of BVC} &= 4500 - 31.25 = 4468.75\ \text{m}\\ \text{Ch. of EVC} &= 4500 + 31.25 = 4531.25\ \text{m}\\ \text{RL of BVC} &= 2477 - \frac{(-3)}{100}\times 31.25 = 2477.938\ \text{m}\\ \text{RL of EVC} &= 2477 + \frac{(-35)}{100}\times 31.25 = 2466.062\ \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%g_1 = -3\%, g2=−35%g_2 = -35\%, L=62.5L = 62.5 m, so the offset is y=(−32)x2200×62.5y = \frac{(-32)x^2}{200\times 62.5} and pegs are taken at multiples of 30 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
4468.7502477.9380.0002477.938
44701.252477.900-0.0042477.896
450031.252477.000-2.5002474.500
453061.252476.100-9.6042466.496
4531.2562.52476.062-10.0002466.062

Check: the last curve RL (2466.062 m) equals the RL of EVC (2466.062 m), and the curve at the IP chainage lies 2.5 m below the IP, at RL 2474.5 m.

Step 4: Highest and lowest points

Both grades are falling, so the grade never becomes zero within the curve and there is no turning point; the highest level is at the BVC (RL 2477.938 m) and the lowest level is at the EVC (RL 2466.062 m).

Answer: L=62.5L = 62.5 m, BVC at 4468.75 m (RL 2477.938 m), EVC at 4531.25 m (RL 2466.062 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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