Consider an intersection approach with a speed limit of 30 mph
and a width of 69 ft.
Given δ=1.0s, a=10.0 ft/s2, and Lv=19.0 ft, using the equations in
the Kyte book, compute required
yellow and red clearance interval times (to 1 decimal place) for
this approach. Comment on
additional data requirements if you were asked to use the newest
ITE recommended practice.
Here we have need of grade of approach in accordance with the ITE recommendation.
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