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Highway_APPSC CE Quiz-3
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Calculate the safe stopping sight distance (in m) for the descending gradient of 3% for a design speed of 80 km/h. Take coefficient of friction as 0.35 and total reaction time as 2 seconds.
The shift of the transition curve of radius 300 m and length 48 m is _______.
Maximum value of super elevation provided in the design of horizontal alignments of a highway
Along the horizontal curves, if centrifugal force exceeds lateral friction, vehicles may
On horizontal curve, if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be ______.
Calculate the minimum and the maximum length of the overtaking zone when the overtaking sight distance is 460 m?
Calculate the Intermediate sight distance (ISD) if the safe stopping sight distance (SSD) is given as 164 m?
The ruling design speed on a curve is 100 km/h and the super elevation on the curve is 7%. Calculate the ruling design radius (m) of the curve. Take coefficient of the lateral friction as 0.15
Right of way is the summation of the width of________.
Psychological widening, at horizontal curves, is
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Mar 12AE & JE Exams