TRN-10
Stopping sight distance
SSD = v t + v² / (2 g (f±G)). Perception–reaction plus braking.
Governing equation
where
- v
- Speed (m/s)
- t
- Reaction time (s)
- f
- Friction (—)
- G
- Grade (—)
- SSD
- Sight distance (m)
The figure, part by part
Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.
Governing law — red
Domain of the variable — blue
Response curve — green
Rate of change — amber
Lecture brief
Historical brief
Highway and traffic theory crystallized with Greenshields’ 1935 speed–density line, then AASHTO stopping sight and equivalent axles. The lab is that operational arithmetic of flow, braking and pavement load. This sheet (TRN-10 — Stopping sight distance) is the form associated with AASHTO SSD. Working symbols: , , , . t ≈ 2.5 s AASHTO. f is the longitudinal friction available.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Sight distance SSD153.5 m
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Narration of this film
A driver, a brake, a fading speed.
t ≈ 2.5 s AASHTO. f is the longitudinal friction available.
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