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Calcimator

Sight Distance Calculator

Calculate stopping sight distance (SSD), decision sight distance, and passing sight distance for highway design using AASHTO formulas.

About this calculator

Stopping sight distance is the length of roadway a driver needs to see a hazard, react, and brake to a full stop before reaching it — and it's the single most common geometric check in horizontal and vertical alignment design. This calculator applies the standard formula from the AASHTO Green Book, SSD = 1.47Vt + V²/(30(f ± G)): the first term is the distance covered during perception-reaction time (1.47 converts mph to ft/sec), and the second is the braking distance itself, governed by the wet-pavement friction coefficient and adjusted for grade — uphill (+G) shortens braking distance, downhill (−G) lengthens it. Decision sight distance is estimated here as a simplified extension, adding roughly 4.5 extra seconds to the reaction time to account for drivers who must evaluate an unexpected condition (like a confusing intersection) rather than simply brake — real AASHTO decision sight distance tables vary by maneuver type and are more conservative than this approximation.

Passing sight distance, the room needed to safely complete a passing maneuver on a two-lane highway, is approximated here as a simple empirical multiple of design speed (8.5 × V) rather than the full AASHTO Green Book procedure, which accounts for the passed vehicle's speed and the closing rate of opposing traffic — treat this output as a rough planning check, not a final design value. The calculator flags whether your computed SSD falls within 10% of the AASHTO Green Book minimum for your chosen design speed, but final geometric design should always reference the current Green Book tables directly rather than this approximation.

Inputs

mph

AASHTO Green Book Table 3-1: 30 mph SSD=200 ft; 45 mph=360 ft; 60 mph=570 ft; 70 mph=730 ft

sec

AASHTO Table 3-1: 20 mph f=0.40; 45 mph f=0.35; 65 mph f=0.30; 70 mph f=0.28

%

Results

Stopping Sight Distance

358 ft

≈ 9 school buses

Passing Sight Distance

383 ft

≈ 10 school buses

Decision Sight Distance656 ft
Brake Reaction Distance165 ft
Braking Distance193 ft
Meets AASHTO Standard1

Figures current as of 2018. Source: AASHTO, A Policy on Geometric Design of Highways and Streets, 7th Edition (2018), Chapter 3 — as adopted for stopping sight distance design in the New York State DOT Highway Design Manual, Chapter 2 (Design Criteria), §2.6.6

How to Use This Calculator
  1. Enter design speed (mph), perception-reaction time (seconds), and friction coefficient.
  2. Set roadway grade (%).
  3. Review Stopping Sight Distance (ft), Decision Sight Distance (ft), and Passing Sight Distance (ft).
  4. Use these values to verify horizontal and vertical alignment clearances meet AASHTO standards.

How the result changes with Design Speed

Design SpeedStopping Sight DistancePassing Sight Distance
23135 ft196 ft
34235 ft289 ft
68690 ft578 ft
80904 ft680 ft

What each input means

Design Speed
Design speed of the roadway per AASHTO Green Book. Design speed determines required SSD: 30 mph→200 ft; 45 mph→360 ft; 60 mph→570 ft; 70 mph→730 ft.
Perception-Reaction Time
Time for driver to perceive a hazard and begin braking. AASHTO standard is 2.5 seconds.
Friction Coefficient (f)
Pavement friction coefficient for wet conditions per AASHTO Green Book Table 3-1. Values decrease with speed: 20 mph→0.40; 45 mph→0.35; 65 mph→0.30; 70 mph→0.28.
Grade
Roadway grade in percent. Positive for uphill (shorter SSD), negative for downhill (longer SSD).

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Design Speed = 45, Perception-Reaction Time = 2.5, Friction Coefficient (f) = 0.35, Grade = 0 = 4 input(s) provided
  2. Calculate Stopping Sight Distance
    Stopping Sight Distance
    358 = 358
  3. Calculate Passing Sight Distance
    Passing Sight Distance
    383 = 383
  4. Calculate Decision Sight Distance
    656 = 656
  5. Calculate Brake Reaction Distance
    Brake Reaction Distance
    165 = 165

Figures and sources

Engine last updated . Checked against 1 independently-derived test — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

Why does an uphill grade shorten stopping distance while a downhill grade lengthens it?

In the braking-distance term V²/(30(f ± G)), gravity works with the brakes on an uphill grade (+G adds to the denominator), so the vehicle sheds speed faster and needs less pavement to stop. On a downhill grade, gravity fights the brakes (−G subtracts from the denominator), so the same friction coefficient has to arrest more energy over a longer distance. That's why this calculator lets grade run from -10% to +10% and folds it directly into the braking-distance denominator.

Why is passing sight distance calculated so differently from stopping sight distance?

Stopping sight distance uses a physics-based formula built from reaction time and braking friction, but passing sight distance depends on harder-to-model factors like the speed of the vehicle being passed and how fast opposing traffic is closing. Rather than replicate the full AASHTO Green Book passing-sight-distance procedure, this calculator uses a simple empirical fit (8.5 × design speed) that tracks the Green Book's published values reasonably well but should be treated as a planning-level estimate rather than a final design number.

What extra time does decision sight distance add over stopping sight distance, and why?

This calculator adds roughly 4.5 seconds on top of your entered perception-reaction time before applying the same braking-distance term used for SSD. That extra time represents a driver who has to recognize an unexpected or complex situation — like a poorly marked exit — and decide on a response, not just brake reflexively, so decision sight distance always comes out longer than stopping sight distance for the same speed and friction inputs.

What does the 'Meets AASHTO Standard' result actually check?

It compares your calculated stopping sight distance against the AASHTO Green Book Table 3-1 minimum SSD for your entered design speed and flags the result as adequate if it falls within 10% of that tabulated minimum. That table comes from the AASHTO Green Book, 7th Edition (2018) — the same edition state DOT design manuals such as New York's Highway Design Manual (Chapter 2, §2.6.6) reference for stopping sight distance design. It's a quick sanity check against known standard values, not a substitute for verifying your specific alignment against the current Green Book table for your exact design speed.

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