- 2072 Magh · 6 marks
Vertical curve -0.5% and +0.7%, IP RL 500
Short answer
Rate of grade change 0.1%/30 m gives L=360 m. Equal-tangent curve: BVC chainage 820 m (RL 500.9 m), EVC chainage 1180 m (RL 501.26 m). Curve RLs from y = RL_BVC + g1 x/100 + (g2-g1)x²/(200L) at 20 m intervals; lowest point at 970 m, RL 500.525 m.
Calculate the R.L.s of pegs on a vertical curve connecting two grades of -0.5% and +0.7% at the intersection point which has chainage = 1000 m and R.L. = 500 m. The rate of change of grade is 0.1% per 30 m. Take peg interval = 20.
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 30 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 , , 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) |
|---|---|---|---|---|
| 820 | 0 | 500.900 | 0.000 | 500.900 |
| 840 | 20 | 500.800 | +0.007 | 500.807 |
| 860 | 40 | 500.700 | +0.027 | 500.727 |
| 880 | 60 | 500.600 | +0.060 | 500.660 |
| 900 | 80 | 500.500 | +0.107 | 500.607 |
| 920 | 100 | 500.400 | +0.167 | 500.567 |
| 940 | 120 | 500.300 | +0.240 | 500.540 |
| 960 | 140 | 500.200 | +0.327 | 500.527 |
| 980 | 160 | 500.100 | +0.427 | 500.527 |
| 1000 | 180 | 500.000 | +0.540 | 500.540 |
| 1020 | 200 | 499.900 | +0.667 | 500.567 |
| 1040 | 220 | 499.800 | +0.807 | 500.607 |
| 1060 | 240 | 499.700 | +0.960 | 500.660 |
| 1080 | 260 | 499.600 | +1.127 | 500.727 |
| 1100 | 280 | 499.500 | +1.307 | 500.807 |
| 1120 | 300 | 499.400 | +1.500 | 500.900 |
| 1140 | 320 | 499.300 | +1.707 | 501.007 |
| 1160 | 340 | 499.200 | +1.927 | 501.127 |
| 1180 | 360 | 499.100 | +2.160 | 501.260 |
Check: the last curve RL (501.26 m) equals the RL of EVC (501.26 m), and the curve at the IP chainage lies 0.54 m above the IP, at RL 500.54 m.
Step 4: Lowest point
At the lowest point the grade is zero, so m from BVC.
- Chainage = 820 + 150 = 970 m
- RL = 500.9 + (-0.5/100)(150) + (1.2)(150)²/(200 × 360) = 500.525 m
Answer: m, BVC at 820 m (RL 500.9 m), EVC at 1180 m (RL 501.26 m); curve levels as tabulated.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Vertical curve -2% and +3%, IP 2600, 0.5% per 20 m · Surveying II, chapter 6
- Vertical curve +0.5% and -0.7%, IP RL 350.750 · Surveying II, chapter 6
- Vertical curve -0.7% and +0.5%, IP RL 650 · Surveying II, chapter 6
- Vertical curve -1% and +0.5%, IP 500 m · Surveying II, chapter 6 · asked 2×
- Vertical curve +3.5% and -2.75%, 30 m pegs · Surveying II, chapter 6 · asked 7×
- Vertical curve 180 m, -3.5% then +4.5%, IP 2450 · Surveying II, chapter 6 · asked 2×
- Vertical curve, -3% and 1.5% at chainage 2000 · Transportation Engineering I, chapter 3
- Vertical curve chainage and elevations, R 8000 m · Transportation Engineering I, chapter 3
- Vertical curve with 300 m grade sections · Transportation Engineering I, chapter 3
- Vertical curve 35 m headlight and momentum grade · Transportation Engineering I, chapter 3