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
AASHTO Green Book Table 3-1: 30 mph SSD=200 ft; 45 mph=360 ft; 60 mph=570 ft; 70 mph=730 ft
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
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
- Enter design speed (mph), perception-reaction time (seconds), and friction coefficient.
- Set roadway grade (%).
- Review Stopping Sight Distance (ft), Decision Sight Distance (ft), and Passing Sight Distance (ft).
- Use these values to verify horizontal and vertical alignment clearances meet AASHTO standards.
How the result changes with Design Speed
| Design Speed | Stopping Sight Distance | Passing Sight Distance |
|---|---|---|
| 23 | 135 ft | 196 ft |
| 34 | 235 ft | 289 ft |
| 68 | 690 ft | 578 ft |
| 80 | 904 ft | 680 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
- Identify Input Parameters4 parametersDesign Speed = 45, Perception-Reaction Time = 2.5, Friction Coefficient (f) = 0.35, Grade = 0 = 4 input(s) provided
- Calculate Stopping Sight DistanceStopping Sight Distance358 = 358
- Calculate Passing Sight DistancePassing Sight Distance383 = 383
- Calculate Decision Sight Distance656 = 656
- Calculate Brake Reaction DistanceBrake Reaction Distance165 = 165
Figures and sources
- AASHTO stopping sight distance formula and design criteria (2018) — 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
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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