Highway Engineering Highway facilities are designed for peak hourly volume of the year annual average daily traffic annual average hourly volume thirtieth highest hourly volume peak hourly volume of the year annual average daily traffic annual average hourly volume thirtieth highest hourly volume ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 80 kmph 100 kmph 120 kmph 60 kmph 80 kmph 100 kmph 120 kmph 60 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through structural action directly to subgrade through a set of layers to the subgrade None of these through structural action directly to subgrade through a set of layers to the subgrade None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The provision of traffic signals at intersections reduces rear end collisions but may increase right angled collisions reduces right angled and rear end collisions increases right angled and rear end collisions reduces right angled collisions but may increase rear end collisions reduces rear end collisions but may increase right angled collisions reduces right angled and rear end collisions increases right angled and rear end collisions reduces right angled collisions but may increase rear end collisions ANSWER DOWNLOAD EXAMIANS APP
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