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Calcimator

Track Superelevation Calculator

Calculate rail cant (superelevation) from curve radius and design speed using the AREMA formula e = 0.0007 × D × V².

Inputs

mph
ft
in
in

Results

Equilibrium cant

7.22 in

≈ 2 credit cards

Applied cant6 in
Cant deficiency1.22 in
Deficiency within limit1
Degree of curve2.86°
Max safe speed67 mph
Spiral run-off length186 ft
Lateral acceleration0.06 g
How to Use This Calculator
  1. Enter Design speed, Curve radius, and Max actual cant.
  2. Set Max cant deficiency.
  3. Review the Equilibrium cant (in) result.
  4. Use Applied cant (in) and Cant deficiency (in) to inform your decision.

How the result changes with Design speed

Design speedEquilibrium cant
251.25 in
7310.69 in
13234.94 in
18165.7 in

What each input means

Design speed
Maximum operating speed through the curve.
Curve radius
Radius of the horizontal curve in feet.
Max actual cant
Maximum allowed superelevation (6 in freight, 8 in passenger per AREMA).
Max cant deficiency
Maximum allowed unbalanced superelevation (typically 3 in for freight).

What each result means

Equilibrium cant
Theoretical superelevation for zero lateral force at design speed.
Applied cant
Actual superelevation limited by the maximum allowed.
Cant deficiency
Unbalanced superelevation (equilibrium minus actual).
Deficiency within limit
1 = within limit, 0 = exceeds maximum allowed cant deficiency.
Degree of curve
Standard chord definition: D = 5729.578 / R.
Max safe speed
Maximum speed for the given actual cant plus maximum unbalanced.
Spiral run-off length
Minimum transition length to ramp from zero to full cant (AREMA).
Lateral acceleration
Uncompensated lateral acceleration experienced by passengers/freight.

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Design speed = 60, Curve radius = 2000, Max actual cant = 6, Max cant deficiency = 3 = 4 input(s) provided
  2. Calculate Equilibrium cant
    Equilibrium cant = 0.0007 * degreeOfCurve * speedMph * speedMph
    7.219 = 7.219
  3. Calculate Applied cant
    Applied cant = min(equilibriumCant, maxCantIn)
    6 = 6
  4. Calculate Cant deficiency
    Cant deficiency = equilibriumCant - actualCant
    1.219 = 1.219

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