Highway Engineering The direct interchange ramp involves diverging to the right side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the left side and merging from left diverging to the right side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the left side and merging from left ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is climatic condition type and intensity of traffic availability of funds for the construction project subgrade soil and drainage conditions climatic condition type and intensity of traffic availability of funds for the construction project subgrade soil and drainage conditions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.02 0.025 0.04 0.03 0.02 0.025 0.04 0.03 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 1500 tonnes per day 1000 tonnes per day 2000 tonnes per day 500 tonnes per day 1500 tonnes per day 1000 tonnes per day 2000 tonnes per day 500 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for annual average daily traffic peak hourly volume of the year annual average hourly volume thirtieth highest hourly volume annual average daily traffic peak hourly volume of the year annual average hourly volume thirtieth highest hourly volume ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Benkelman beam method CBR method group index method Westergaard method Benkelman beam method CBR method group index method Westergaard method ANSWER DOWNLOAD EXAMIANS APP
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