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  2. Braking distance - Wikipedia

    en.wikipedia.org/wiki/Braking_distance

    Example: velocity = 50 MPH. stopping distance = 5 squared = 25, add a zero = 250, divide by 2 = 125, sum 2*50 = 225 feet (the exact value can be calculated using the formula given below the diagram on the right).

  3. Stopping sight distance - Wikipedia

    en.wikipedia.org/wiki/Stopping_sight_distance

    d MT = braking distance, m (ft) V = design speed, km/h (mph) a = deceleration rate, m/s 2 (ft/s 2) Actual braking distances are affected by the vehicle type and condition, the incline of the road, the available traction, and numerous other factors. A deceleration rate of 3.4 m/s 2 (11.2 ft/s 2) is used to determine stopping sight distance. [6]

  4. Following distance - Wikipedia

    en.wikipedia.org/wiki/Following_distance

    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] Rear-end collisions are the number one type of traffic collisions .

  5. Assured clear distance ahead - Wikipedia

    en.wikipedia.org/wiki/Assured_Clear_Distance_Ahead

    For example, a speed of 60 miles per hour (97 km/h) corresponds to stopping distance of 4 seconds' travel at 60 mph. Drivers that require additional perception-reaction time, such as novices, elderly, or those in complex or adverse environments, can benefit by adding additional seconds. [183] [184]

  6. Geometric design of roads - Wikipedia

    en.wikipedia.org/wiki/Geometric_design_of_roads

    While a corner sight distance which far exceed the braking distance at the design speed should be afforded to the driver, he or she is still generally required to maintain such control and safe speed as to be able to stop within the assured clear distance ahead (ACDA), [28] [29] [30] and the basic speed rule always applies. Jurisdictions often ...

  7. Design speed - Wikipedia

    en.wikipedia.org/wiki/Design_speed

    The design speed chosen for a high-speed roadway is a major factor in choosing superelevation rates and radii of curves, sight distance, and the lengths of crest and sag vertical curves. Roads with higher design speeds require wider lanes , [ 2 ] sweeping curves, wider recovery areas, broader clear zones , steeper curve banking, longer sight ...

  8. Two-second rule - Wikipedia

    en.wikipedia.org/wiki/Two-second_rule

    The two-second rule is useful as it can be applied to any speed. Drivers can find it difficult to estimate the correct distance from the car in front, let alone remember the stopping distances that are required for a given speed, or to compute the equation on the fly. The two-second rule provides a simpler way of perceiving the distance.

  9. Talk:Stopping sight distance - Wikipedia

    en.wikipedia.org/wiki/Talk:Stopping_sight_distance

    So, for example, if your roadway is posted at 50 mph, and you're traveling at 50 mph, you are also moving at about 73.3 feet per second (fps). If you want to be really precise, you may multiply any speed by 5,280 (the number of feet in a mile) and then divide that product (answer) by 3600, which is the number of seconds in 1 hour.