Highway Engineering Number of cotters used in CST-9 sleepers is 4 5 2 3 4 5 2 3 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 80m zero 60m 64m 80m zero 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 in 20 1 in 30 1 m 15 1 in 12 1 in 20 1 in 30 1 m 15 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon All of these efficiency of brakes total reaction time of driver speed of vehicle All of these efficiency of brakes total reaction time of driver speed of vehicle ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction, rolling starts from Any of the above Center and proceed to sides Sides and proceed to center One side and proceed to other side Any of the above Center and proceed to sides Sides and proceed to center One side and proceed to other side ANSWER DOWNLOAD EXAMIANS APP
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