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 zero 64m 60m 80m zero 64m 60m 80m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) higher of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering “Dead Slow” is a regulatory sign informatory sign None of these warning sign regulatory sign informatory sign None of these warning sign ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? possible capacity basic capacity practical capacity theoretical capacity possible capacity basic capacity practical capacity theoretical capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is less than that in tar None of these more than that in tar equal to that in tar less than that in tar None of these more than that in tar equal to that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when a descending gradient meets with another descending gradient an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient an ascending gradient meets with a level surface a descending gradient meets with another descending gradient an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient an ascending gradient meets with a level surface ANSWER DOWNLOAD EXAMIANS APP