Civil Engineering - Highway Engineering
Exercise : Highway Engineering - Section 4
41.
If V is the design speed of vehicles in km/hour, the change of radial acceleration in metres/sec3, is
42.
Volume of traffic which is due to improvement carried out in adjacent area, is known as
43.
Roughness index of roads, is expressed as
44.
If N is deviation angle, the length L, of a parabolic vertical curve for safe stopping distance S, is
45.
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