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 60m 80m 64m zero 60m 80m 64m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shoulder provided along the road edge should be of very low load bearing capacity of same colour as that of the pavement rougher than the traffic lanes smoother than the traffic lanes of very low load bearing capacity of same colour as that of the pavement rougher than the traffic lanes smoother than the traffic lanes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 NV”2 0.38 (NV3)”2 3.8 (NV3)”2 0.38 N V3/2 3.8 NV”2 0.38 (NV3)”2 3.8 (NV3)”2 0.38 N V3/2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.1 0.45 0.3 0.2 0.1 0.45 0.3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Centre line markings are used to designate traffic lanes in roadways meant for two way traffic to designate proper lateral placement of vehicles before turning to different directions to indicate that overtaking is not permitted to designate traffic lanes in roadways meant for two way traffic to designate proper lateral placement of vehicles before turning to different directions to indicate that overtaking is not permitted ANSWER DOWNLOAD EXAMIANS APP
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