What is the AASHTO standard perception-reaction time?

AASHTO uses 2.5 seconds as the design perception-reaction time (PRT). This value is the 90th-percentile response time and accounts for both the time to perceive the hazard and the time to move the foot to the brake pedal.

What deceleration rate does AASHTO recommend?

AASHTO recommends a comfortable deceleration rate of 3.4 m/s² (11.2 ft/s²) for design purposes. This value represents braking that most drivers can achieve comfortably without locking wheels on a wet pavement surface.

How does road grade affect stopping distance?

On a downgrade the effective deceleration is reduced, increasing stopping distance. On an upgrade the effective deceleration increases, shortening stopping distance. The AASHTO formula adjusts the braking component by the grade fraction (G = grade/100).

What is the difference between SSD and passing sight distance?

SSD is the distance needed to stop before a stationary object. Passing sight distance (PSD) is the much longer distance required for a driver to safely pass a slower vehicle on a two-lane road. This tool calculates SSD only.

Are these results suitable for final design submission?

The formulas follow the AASHTO Green Book methodology and produce values consistent with published design tables. However, always verify against the current edition of the AASHTO Policy on Geometric Design of Highways and Streets for your jurisdiction before using values in a formal design submission.

Stopping Sight Distance Calculator

Calculate minimum stopping sight distance (SSD) for road design using AASHTO formulas with design speed, reaction time, and grade inputs.

Design Parameters

Unit System

Design Speed (km/h)

Perception-Reaction Time (seconds)

AASHTO standard: 2.5 s

Deceleration Rate (m/s²)

AASHTO comfortable braking: 3.4 m/s² (11.2 ft/s²)

Road Grade (%)

Positive = upgrade, negative = downgrade

Enter design parameters and press
Calculate SSD to see results.

Minimum Stopping Sight Distance

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meters

Distance Breakdown

Reaction Distance

d₁ = V × t

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Braking Distance

d₂ = V² / (2g(a/g ± G))

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Total SSD

d₁ + d₂

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Equivalent in Other Units

Meters

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Feet

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AASHTO Design Table Reference

Minimum SSD per AASHTO Green Book (level grade, PRT = 2.5 s, a = 3.4 m/s²)

Speed (km/h)	SSD (m)	Speed (mph)	SSD (ft)

Summary

Calculate minimum stopping sight distance (SSD) for road design using AASHTO formulas with design speed, reaction time, and grade inputs.

How it works

Enter the design speed of the road (km/h or mph).
Set the perception-reaction time (AASHTO standard is 2.5 seconds).
Enter the road longitudinal grade as a percentage (positive = upgrade, negative = downgrade).
Select your preferred deceleration rate (AASHTO comfortable braking default is 3.4 m/s²).
The calculator splits the result into reaction distance and braking distance, then sums them for total SSD.
Compare the computed value against the AASHTO design table minimum shown alongside the result.

Use cases

Verifying sight distance adequacy during highway alignment design.
Checking crest vertical curve length requirements.
Evaluating intersection approach sight triangles.
Assessing adequacy of existing road geometry for posted speed.
Academic and exam problems involving transportation engineering.
Comparing metric and US customary SSD values side by side.
Sensitivity analysis on grade effects for mountainous terrain.
Quick sanity check before detailed CAD road design.

Frequently Asked Questions

Last updated: 2026-09-23 · Reviewed by Nham Vu