Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 12.5 equal to camber 1 in 15 1 in 10 1 in 12.5 equal to camber 1 in 15 1 in 10 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 80m zero 60m 64m 80m zero 60m 64m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Normally maximum cant permissible in Meter Gauge is 90 mm 75 mm 165 mm 140 mm 90 mm 75 mm 165 mm 140 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 4.5 m 3.5 m 2.5 m 5.5m 4.5 m 3.5 m 2.5 m 5.5m 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 higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
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