A roadway design has 250 m curve radius with a superelevation of 2% and a design surface friction constant of 0.3. What should be the service speed for a design vehicle of 1.6 m width and height of center of gravity from the roadway surface at h=1.1 m if the maximum value of the tolerable rate of radial acceleration is 0.5 m/s²? Consider all aspects of design.
A roadway design has 250 m curve radius with a superelevation of 2% and a design surface friction constant of 0.3. What should be the service speed for a design vehicle of 1.6 m width and height of center of gravity from the roadway surface at h=1.1 m if the maximum value of the tolerable rate of radial acceleration is 0.5 m/s²? Consider all aspects of design.
Chapter2: Loads On Structures
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
Transcribed Image Text:1. Aroadway design has 250 m curve radius with a superelevation of 2% and a design surface friction
constant of 0.3. What should be the service speed for a design vehicle of 1.6 m width and height
of center of gravity from the roadway surface at h=1.1 m if the maximum value of the tolerable
rate of radial acceleration is 0.5 m/s?? Consider all aspects of design.
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