- Asked 6/26
- 2079 Chaitra · 6 marks
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, . (If it was meant to be , the same method gives 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 of the curve.
Step 1: Length of the curve
The curve is a summit curve, so the curve lies below the IP:
For an equal-tangent parabola, (grades in %), hence
Step 2: BVC, EVC and their levels
The curve is a summit (crest) 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 30 m.
| Chainage (m) | x from BVC (m) | Tangent RL (m) | Offset y (m) | Curve RL (m) |
|---|---|---|---|---|
| 4468.75 | 0 | 2477.938 | 0.000 | 2477.938 |
| 4470 | 1.25 | 2477.900 | -0.004 | 2477.896 |
| 4500 | 31.25 | 2477.000 | -2.500 | 2474.500 |
| 4530 | 61.25 | 2476.100 | -9.604 | 2466.496 |
| 4531.25 | 62.5 | 2476.062 | -10.000 | 2466.062 |
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: 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)
Related questions
- Vertical curve 5% and 3%, 1474.50 m · Surveying II, chapter 6 · asked 7×
- Vertical curve +3.5% and -0.5%, 1266 m at 780 · Surveying II, chapter 6 · asked 8×
- Vertical curve -2.5% and +3.5%, 1268.50 m · Surveying II, chapter 6 · asked 9×
- Vertical curve +0.5% and -3.5%, 1266 m at 780 · Surveying II, chapter 6 · asked 9×
- Vertical curve +3.5% and -2.75%, 30 m pegs · Surveying II, chapter 6 · asked 7×
- Vertical curve -3.5% and +0.5%, IP 1300 m · Surveying II, chapter 6 · asked 5×
- Vertical curve -3.5% and +5%, 1268 m at 780 · Surveying II, chapter 6 · asked 3×
- Vertical curve -3.5% and -0.5%, 1268 m · Surveying II, chapter 6
- Vertical curve +1.25% and +4.75%, 1518.30 m · Surveying II, chapter 6 · asked 7×
- Vertical curve, -3.5% and +0.5%, 3268 m · Surveying II, chapter 6 · asked 3×
- Vertical curve +1.25% and +4.75%, 1267.70 m · Surveying II, chapter 6 · asked 3×
- Vertical curve +4% and -3%, through given point · Transportation Engineering I, chapter 3
- Vertical curve 35 m headlight and momentum grade · Transportation Engineering I, chapter 3
- Vertical curve chainage and elevations, R 8000 m · Transportation Engineering I, chapter 3
- Vertical curve 5% and 4% at 50+050 · Transportation Engineering I, chapter 3