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 64m 60m 80m zero 64m 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to None of these viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 same viscosity None of these viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 same viscosity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as wearing course base course subgrade sub-base course wearing course base course subgrade sub-base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is more than that in tar equal to that in tar None of these less than that in tar more than that in tar equal to that in tar None of these less than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 85th percentile 15th percentile 98 “”percentile 50 “”percentile 85th percentile 15th percentile 98 “”percentile 50 “”percentile ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method group index method CBR method Benkelman beam method Westergaard method group index method CBR method Benkelman beam method ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS