Stopping Sight Distance
Level-road stopping distance vt+v²/(2a) from speed, perception–reaction time and constant braking deceleration.
Description
Level-road stopping distance vt+v²/(2a) from speed, perception–reaction time and constant braking deceleration.
Stopping Sight Distance: Level-road stopping distance vt+v²/(2a) from speed, perception–reaction time and constant braking deceleration.
When to use Stopping Sight Distance
Use this engineering calculation for a transparent preliminary estimate or independent arithmetic check when geometry, materials, loads, operating conditions, and units are defined consistently.
- Speed Meters Per Second (m/s)
- Required number input.
- Reaction Seconds (s)
- Required number input.
- Deceleration Meters Per Second Squared (m/s²)
- Required number input.
How Stopping Sight Distance works
Level-road stopping distance vt+v²/(2a) from speed, perception–reaction time and constant braking deceleration. The tool evaluates the supplied inputs together and returns the named outputs below; it does not infer omitted operating conditions or change the units shown.1
- Distance Meters (m)
- The resulting distance meters returned as a number.
Limitations and assumptions
- Road geometry, pavement loading, sight distance, superelevation, and traffic estimates depend on jurisdictional criteria, design speed, vehicles, grade, friction, climate, drainage, growth, human factors, and survey data. Apply the current road authority standard.
- Use finite inputs in the displayed units and preserve more precision than the final presentation requires. Independently verify safety-critical, financial, compliance, or production decisions.
Alternative or Complementary approaches
Check assumptions against drawings, measurements, current material data, and the applicable design code. Apply required load combinations and safety factors, then obtain qualified review and testing for consequential designs.
References
-
Highway engineering — Wikipedia contributors
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