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Vertical Curve — Highway Surveying & Road Design

Compute vertical curve parameters for crest and sag curves. K-value, high/low point, station elevations. AASHTO Green Book standards.

Concept Fundamentals
L / |A|
K-value
g₂ − g₁
A
High/low point
Crest/Sag
Calculate Vertical CurveEnter grades, curve length, PVI, design speed

Why This Construction Metric Matters

Why: Vertical curves provide smooth transitions for driver comfort and sight distance.

How: A = g₂ − g₁. K = L/|A|. High/low: x = −g₁×L/A. E = E_PVC + g₁×x/100 + (A×x²)/(200×L).

  • Crest: sight distance critical
  • Sag: drainage at low point
  • K_min from AASHTO by speed
Sources:AASHTOASCE

📋 Quick Examples — Click to Load

Negative = downgrade
Negative = downgrade
Format: 100+00
Curve length must be positive.

Planning estimates only. Verify with a licensed engineer or contractor before construction.

📐 Construction Industry Facts

📐

K = L/|A|; rate of vertical curvature

— AASHTO

🛣️

Crest: high point; Sag: low point

— Road design

Vertical curves provide smooth parabolic transitions between roadway grades. K = L/|A|; A = g2 − g1. Crest curves have a high point; sag curves have a low point. AASHTO specifies minimum K-values by design speed for stopping sight distance.

K
L/|A|
2
Curve types
11
Design speeds
AASHTO
Standards

Sources: AASHTO Green Book, ASCE, State DOT Manuals.

Key Takeaways

  • • K = L/|A|; A = g2 − g1; x = −g1×L/A for high/low point
  • • Crest: high point; Sag: low point; PVC/PVI/PVT
  • • E = E_PVC + g1×x/100 + (A×x²)/(200×L)
  • • AASHTO K-min by design speed; crest > sag

Did You Know?

📐 K-value = rate of vertical curvature
🛣️ Crest: upgrade to downgrade
🕳️ Sag: downgrade to upgrade
👁️ SSD = stopping sight distance
📋 AASHTO design standards
📈 Parabolic second-degree curve

How Does It Work?

Algebraic Difference

A = g2 − g1. Positive for crest (up then down); negative for sag.

K-Value

K = L/|A|. Larger K = gentler curve. Minimum K from AASHTO by speed.

Elevation

Parabolic: E = E_PVC + g1×x/100 + (A×x²)/(200×L).

Expert Tips

Check K-min for design speed — meet AASHTO
Crest critical for sight distance
Sag curves need drainage at low point
Station spacing 25–50 ft typical

AASHTO K-Values by Speed

Speed (mph)SSD (ft)K CrestK Sag
2011574
25155126
30200199
352502913
403054418
453606123

Frequently Asked Questions

What is a vertical curve in road design?

A vertical curve provides a smooth parabolic transition between two roadway grades. Crest curves connect downgrade to upgrade; sag curves connect upgrade to downgrade. Essential for driver comfort and sight distance.

What is the K-value for vertical curves?

K = L / |A|, where L is curve length and A is algebraic difference (g2 − g1). K represents the rate of vertical curvature. Higher design speeds require larger minimum K-values per AASHTO.

Where is the high or low point on a vertical curve?

Distance from PVC to high/low point: x = −g1 × L / A. Crest curves have a high point; sag curves have a low point. Elevation: E = E_PVC + g1×x/100 + (A×x²)/(200×L).

What are PVC, PVI, and PVT?

PVC = Point of Vertical Curvature (curve start). PVI = Point of Vertical Intersection (curve midpoint). PVT = Point of Vertical Tangency (curve end).

How does design speed affect minimum curve length?

AASHTO specifies minimum K-values by design speed. L_min = K_min × |A|. At 60 mph, K_min crest ≈ 151, K_min sag ≈ 45. Higher speeds need longer curves for sight distance.

When is sight distance critical on vertical curves?

Crest curves limit stopping sight distance (SSD). Sag curves need drainage at the low point. Both must meet AASHTO minimum curve length for the design speed.

Key Statistics

K
L/A
2
Curve types
11
Design speeds
AASHTO
Standards

Official Data Sources

⚠️ Disclaimer: This calculator is for educational purposes only. Verify with AASHTO and local design standards. Not for final design.

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