- Asked 7/26
- 2078 Chaitra · 6 marks
Vertical curve +3.5% and -2.75%, 30 m pegs
Short answer
The equal-tangent parabolic vertical curve length is 160 m. The highest point occurs at chainage 2809.60 m, elevation 1468.768 m. Elevations at 30 m stations from PVC (RL 1467.200 m) are computed with r = –0.0003906, satisfying the required IP elevation.
A grade of 3.5% meets another grade of (-)2.75%. The elevation and chainage of IP are 1470.00 m and 2800.00 m respectively. Field condition requires that the vertical curve should pass through a point of elevation 1468.75 m at a chainage of 2800.00 m. Compute a suitable equal tangent vertical curve of full stations elevation including highest point also. Take peg interval = 30 m.
Data: , (summit curve), IP at chainage 2800.00 m, RL 1470.00 m. The curve must pass through RL 1468.75 m at chainage 2800.00 m, i.e. at the IP vertical.
Length of the curve
The offset from the IP to the curve at mid-point is m. For an equal-tangent parabolic curve
Each tangent length m.
Elements
- PVC chainage m; PVT chainage m
- RL of PVC m; RL of PVT m
- per m
Levels at the full stations (30 m pegs)
| Chainage (m) | x from PVC (m) | Tangent level (m) | Offset (m) | Curve level (m) |
|---|---|---|---|---|
| 2720.00 | 0.00 | 1467.200 | 0.000 | 1467.200 |
| 2730.00 | 10.00 | 1467.550 | -0.020 | 1467.530 |
| 2760.00 | 40.00 | 1468.600 | -0.312 | 1468.288 |
| 2790.00 | 70.00 | 1469.650 | -0.957 | 1468.693 |
| 2820.00 | 100.00 | 1470.700 | -1.953 | 1468.747 |
| 2850.00 | 130.00 | 1471.750 | -3.301 | 1468.449 |
| 2880.00 | 160.00 | 1472.800 | -5.000 | 1467.800 |
Highest point
Chainage m, and RL m.
Check: level at the IP chainage (x = 80 m) m = 1468.750 m as required.
Answer: L = 160 m; highest point at chainage 2809.60 m, RL 1468.768 m.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- 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 -0.5%, 1266 m at 780 · Surveying II, chapter 6 · asked 8×
- Vertical curve 5% and 3%, 1474.50 m · 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% and (-)35%, IP 2477 m · Surveying II, chapter 6 · asked 6×
- Vertical curve +1.25% and +4.75%, 1518.30 m · Surveying II, chapter 6 · asked 7×
- Vertical curve +1.25% and +4.75%, 1267.70 m · Surveying II, chapter 6 · asked 3×
- Vertical curve -3.5% and +5%, 1268 m at 780 · Surveying II, chapter 6 · asked 3×
- Vertical curve, -3.5% and +0.5%, 3268 m · Surveying II, chapter 6 · asked 3×
- Vertical curve 180 m, -3.5% then +4.5%, IP 2450 · Surveying II, chapter 6 · asked 2×
- Highway curve through M 16 m from IP · Surveying II, chapter 6
- Vertical curve +4% and -3%, through given point · Transportation Engineering I, chapter 3
- Vertical curve chainage and elevations, R 8000 m · Transportation Engineering I, chapter 3
- Vertical curve -3.25% and +3.75%, 225 m · Transportation Engineering I, chapter 3
- Vertical curve, -3% and 1.5% at chainage 2000 · Transportation Engineering I, chapter 3