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Intersection sight distance is the sight distance needed to safely proceed through an intersection. The distance needed depends on the type of traffic control at the intersection (uncontrolled, yield sign, stop sign or signal), and the maneuver (left turn, right turn, or proceeding straight).
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: d PRT = driver perception-reaction distance, m (ft) V = design speed, km/h (mph) t = brake reaction time, in seconds
Stop line in Toyokawa, Aichi, Japan Give Way lines in the UK "Shark's teeth" yield lines (white isosceles triangles) as used in the US and many European countries. Stop and yield lines [1] are transverse road surface markings that inform drivers where they should stop or yield when approaching an intersection.
The advantage of the intersection density for pedestrians, however, can have a contrary effect for cars due to its potential for reducing speeds. Low speeds below 20 mph (32 km/h) have a significantly higher coefficient of pollutant production than above 30 mph (48 km/h), though the coefficient after leveling off tends to increase gradually ...
Stopping sight distance → Roadway sight distance – Request made 16 March 2012 by user:Triskele Jim using template:movenotice. Reason given by Triskele Jim is "Since this article discusses stopping, decision and intersection sight distance, I propose moving it to something like 'Roadway sight distance'."
What may be done is take a first sight which yields one LOP and, some hours later, when the Sun's azimuth has changed substantially, take a second sight which yields a second LOP. Knowing the distance and course sailed in the interval, the first LOP can be advanced to its new position and the intersection with the second LOP yields a running fix .
[9]: 431–433 Another benefit of all-way stops is assurance that vehicles enter the intersection at a low speed and have more time to take heed of the traffic situation, [9]: 430 especially useful when sight distance is highly restricted. Some of the disadvantages associated with all-way stops are: Increased emissions of hydrocarbons.
Download as PDF; Printable version; ... Intersection and junction signs are used where the sight distance at the approach to an intersection or junction is less than ...