Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 25% 20% 75% 15% 25% 20% 75% 15% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 64m zero 80m 60m 64m zero 80m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 0.5 10 2.0 1.0 0.5 10 2.0 1.0 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load None of these directly to subgrade through structural action through a set of layers to the subgrade None of these directly to subgrade through structural action through a set of layers to the subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a single lane road with two way traffic, the minimum stopping sight distance is equal to half the stopping distance two times the stopping distance three times the stopping distance stopping distance half the stopping distance two times the stopping distance three times the stopping distance stopping distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 85th percentile 98 “”percentile 50 “”percentile 15th percentile 85th percentile 98 “”percentile 50 “”percentile 15th percentile ANSWER DOWNLOAD EXAMIANS APP
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