Vertical Curve Calculator
Result
Elevation at x 98.125 ft
High/Low Point Station 200.0 ft from PVC
High/Low Point Elevation 98.000 ft
PVI Elevation 95.000 ft
Calculate parabolic vertical curve elevations for road design: y = PVC_elev + g₁x + (g₂−g₁)/(2L) × x².
Formula
y = PVC_elev + g₁x + (g₂−g₁)/(2L) × x²; High/Low point: x = −g₁L/(g₂−g₁)
- PVC = Point of Vertical Curvature (start of curve). PVI = Point of Vertical Intersection.
- g₁ and g₂ are grades in decimal (e.g. −2% = −0.02).
- High/low point only exists within the curve when g₁ and g₂ have opposite signs.
PVC=100 ft, g₁=−2%, g₂=+3%, L=500 ft, x=250 ft
Inputs
- PVC Elevation: 100 ft
- Initial Grade (g₁): -2 %
- Final Grade (g₂): 3 %
- Curve Length: 500 ft
- Station Distance from PVC: 250 ft
y = 100 + (−0.02)(250) + (0.05/1000)(62500) = 100 − 5 + 3.125 = 98.125 ft
Frequently asked questions
What is PVC?
PVC (Point of Vertical Curvature) is where the straight grade transitions into the curved section. Station and elevation are your starting reference.