- 2070 Bhadra · 10 marks
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
, , m, change of grade . Mid-ordinate m.
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 , , m, so the offset is and pegs are taken at multiples of 20 m.
| Chainage (m) | x from BVC (m) | Tangent RL (m) | Offset y (m) | Curve RL (m) |
|---|---|---|---|---|
| 1400 | 0 | 1004.500 | 0.000 | 1004.500 |
| 1420 | 20 | 1003.600 | +0.080 | 1003.680 |
| 1440 | 40 | 1002.700 | +0.320 | 1003.020 |
| 1460 | 60 | 1001.800 | +0.720 | 1002.520 |
| 1480 | 80 | 1000.900 | +1.280 | 1002.180 |
| 1500 | 100 | 1000.000 | +2.000 | 1002.000 |
| 1520 | 120 | 999.100 | +2.880 | 1001.980 |
| 1540 | 140 | 998.200 | +3.920 | 1002.120 |
| 1560 | 160 | 997.300 | +5.120 | 1002.420 |
| 1580 | 180 | 996.400 | +6.480 | 1002.880 |
| 1600 | 200 | 995.500 | +8.000 | 1003.500 |
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 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: 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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