the innermost cehicle path is tentaively planned as 2500 ft
the innermost cehicle path) is tentaively planned as 2500 ft. What rate of superelevation is required for this curve?
Solution
The given Speed is 70 mil/hr converting it into ft.sec
v = 70 mi/hr = 369600 ft/hr = 102.67 ft/sec = 112.654 km/ hr
and given radius of curvature (r) = 2500 ft = 762 meters
g = 32.15 ft/sec2 and
now
superelevation ratio in terms of rise over run = v2 / (g*r) = (102.67)2 / (32.15*2500) = 0.131
now, convert the superelevation ratio into an angle
tan () = 0.131
= tan- (0.131) = 7.460
Superelevation = 7.460
As we know the
v = 70 mi/hr = 112.654 km/ hr
and given radius of curvature (r) = 2500 ft = 762 meters
Superelevation rate (emax) = 7.6 % 0r 0.076
and minimum length of rub off (L1) = 72 meter
