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- 2071 Magh · 10 marks
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 per 20 m, algebraic change in grade .
Step 2: BVC, EVC and their levels
The curve is a sag (valley) curve with equal tangent lengths m.
Step 3: RL of curve points
Using the tangent-offset form of the parabola ( measured from BVC, grades in %):
with , and m, the offset is . The pegs are taken at multiples of 30 m.
| Chainage (m) | x from BVC (m) | Tangent RL (m) | Offset y (m) | Curve RL (m) |
|---|---|---|---|---|
| 350 | 0 | 351.500 | 0.000 | 351.500 |
| 360 | 10 | 351.400 | +0.003 | 351.403 |
| 390 | 40 | 351.100 | +0.040 | 351.140 |
| 420 | 70 | 350.800 | +0.123 | 350.923 |
| 450 | 100 | 350.500 | +0.250 | 350.750 |
| 480 | 130 | 350.200 | +0.423 | 350.623 |
| 510 | 160 | 349.900 | +0.640 | 350.540 |
| 540 | 190 | 349.600 | +0.903 | 350.503 |
| 570 | 220 | 349.300 | +1.210 | 350.510 |
| 600 | 250 | 349.000 | +1.563 | 350.563 |
| 630 | 280 | 348.700 | +1.960 | 350.660 |
| 650 | 300 | 348.500 | +2.250 | 350.750 |
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 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: 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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