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  2. Braking distance - Wikipedia

    en.wikipedia.org/wiki/Braking_distance

    Braking distance refers to the distance a vehicle will travel from the point when its brakes are fully applied to when it comes to a complete stop. It is primarily affected by the original speed of the vehicle and the coefficient of friction between the tires and the road surface, [Note 1] and negligibly by the tires' rolling resistance and vehicle's air drag.

  3. Stopping sight distance - Wikipedia

    en.wikipedia.org/wiki/Stopping_sight_distance

    A generous amount of time is given for the perception-reaction process, and a fairly low rate of deceleration is used. The design sight distance allows a below-average driver to stop in time to avoid a collision in most cases. Driver perception/reaction distance is calculated by: d PRT = 0.278 Vt (metric) d PRT = 1.47 Vt (US customary) Where:

  4. Following distance - Wikipedia

    en.wikipedia.org/wiki/Following_distance

    Extra time should be added for wet, rainy, slippery, foggy or other weather situations accordingly. [8] For heavy duty commercial vehicles it is recommended 4-6 seconds following distance for speeds under 30 mi/h (48 km/h), and 6-8 seconds following distance for speeds over 30 mi/h (48 km/h). [ 9 ]

  5. Two-second rule - Wikipedia

    en.wikipedia.org/wiki/Two-second_rule

    The three second rule is a time for the defensive driver to judge the minimum safe trailing distance to help avoid collisions under ideal driving conditions. The red car's driver picks a tree to judge a two-second safety buffer. The two-second rule is a rule of thumb by which a driver may maintain a safe trailing distance at any speed.

  6. Railway brake - Wikipedia

    en.wikipedia.org/wiki/Railway_brake

    Stopping distance Time to stop (s) Deceleration Rails long tons tonnes mph km/h yd m g m/s 2; Westinghouse automatic 203 ton 4 cwt 206.5 52 84 304 278 19 0.099 0.97 dry Clark hydraulic: 198 ton 3 cwt 201.3 52 84 404 369 22.75 0.075 0.74 dry Smith vacuum [13] 262 ton 7 cwt 266.6 49.5 79.7 483 442 29 0.057 0.56 dry Clark and Webb chain: 241 ton ...

  7. Assured clear distance ahead - Wikipedia

    en.wikipedia.org/wiki/Assured_Clear_Distance_Ahead

    The time to traverse your stopping distance at travel speed should not be confused with the braking time to come to a full stop, which is a number nearly twice this value ( t= ⁠ v / μ g ⁠ +t ptr). As one is continually slowing down while braking, it will naturally take longer to get to the stopping limit.

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  9. Geometric design of roads - Wikipedia

    en.wikipedia.org/wiki/Geometric_design_of_roads

    The desired stopping sight distance (S) is determined by the speed of traffic on a road. By first finding the stopping sight distance (S) and then solving for the curve length (L) in each of the equations below, the correct curve length can be determined. The proper equation depends on whether the vertical curve is shorter or longer than the ...