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Highway Curve Minimum Radius & Superelevation Calculator (AASHTO)

Horizontal curves provide smooth directional transitions between intersecting tangent highway segments.

Design speed of roadway in km/h.

Roadway cross-slope banking rate (typical AASHTO max = 6% to 8%; urban = 4%).

AASHTO side friction factor (automatically calibrated by design speed if omitted).

Calculated Result
437.4 m

Minimum Curve Radius

Minimum Curve Radius (R_min)

437.4 m (1435.2 ft)

Degree of Curvature (D)

3.99° per 100m arc

Design Speed

100 km/h (62.1 mph)

Superelevation Banking (e)

6% (0.060)

Lateral Acceleration

1.76 m/s² (0.18 g)

Calculation Breakdown

  1. 1. AASHTO Curvature EquationR_min = V² / [127 · (e + f_max)] where V = 100 km/h, e = 0.06, lateral support (e + f) = 0.18
  2. 2. Compute Minimum Safe RadiusR_min = (100)² / [127 · 0.18] = 10000 / 22.86 = 437.4 m
  3. 3. Degree of Curve & Lateral AccelerationD = 1,746.38 / R = 3.99°. Centripetal acceleration a = v²/R = 1.76 m/s²

Minimum Radius vs Design Speed (6% Superelevation)

Interactive visualization based on your current inputs

Radius (m)
0.017234351568650 km/h70 km/h90 km/h100 km/h120 km/hSpeed (km/h)Radius (m)

What Is the Highway Curve Minimum Radius & Superelevation Calculator (AASHTO)?

Horizontal highway alignment balances centrifugal overturning forces using banked road slopes and tire-pavement friction.

How Does the Highway Curve Minimum Radius & Superelevation Calculator (AASHTO) Work?

Resolves vehicle weight and centrifugal force vectors along the inclined transverse pavement plane.

Highway Curve Minimum Radius & Superelevation Calculator (AASHTO) Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

R_{min} = \frac{V^2}{127 (e + f_{max})}, \quad D = \frac{1746.38}{R}, \quad a_{lat} = \frac{v^2}{R}

Minimum curve radius R_min equals design speed squared over 127 times sum of superelevation fraction e and maximum side friction factor f_max.

How to Use the Highway Curve Minimum Radius & Superelevation Calculator (AASHTO)

  1. Enter roadway design speed in km/h.
  2. Specify maximum allowable superelevation percentage (e).
  3. Optionally supply side friction factor.

Step-by-Step Example Calculation

100 km/h Highway with 6% Superelevation

Input Values:

designSpeedKmh:100
superelevationPercent:6.0
sideFrictionFactor:0.12
Worked Steps: With 6% banking and f_max = 0.12, the minimum safe horizontal radius is 437.4 meters (1,435.2 ft) with 1.76 m/s² lateral acceleration.

Understanding Your Result

Minimum Radius (R_min): Sharpest permissible curve radius in meters/feet.

Degree of Curvature: Arc definition of sharpness per 100m arc.

Lateral Acceleration: Transverse G-force experienced by occupants.

Factors That Affect the Result

  • Design speed scales required radius with the square (V²); steeper banking allows tighter turns.

When Should You Use This Calculator?

  • Transportation civil engineering, interchange ramp layout, racetrack banking design, and railway curve calculations.

Assumptions & Limitations

  • Assumes passenger vehicle center of gravity and uniform pavement condition throughout the curve transition.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard AASHTO Green Book metric horizontal curve formulation.

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