GATE (CE) : Transportation Engineering & Surveying #2
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The length of Summit Curve on a two-lane two-way highway depends upon
The coefficient of friction in the longitudinal direction of a highway is estimated as 0.396. The braking distance for a car moving at a speed of 65 km/hr is
A crest vertical cruve joins two gradients of +3% and –2% for a design speed of 80 km/h and the corresponding stopping sight distance of 120m. The height of driver’s eye and the object above the road surface are 1.20 m and 0.15 m respectively. The curve length to be provided is
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