Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most economical lighting layout which is suitable for narrow roads is None of these Central lighting system Staggered system Single side lighting None of these Central lighting system Staggered system Single side lighting ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the left side and merging from left diverging to the left side and merging from right diverging to the right side and merging from right diverging to the right side and merging from left diverging to the left side and merging from left diverging to the left side and merging from right diverging to the right side and merging from right diverging to the right side and merging from left ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The provision of traffic signals at intersections 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 reduces rear end collisions but may increase right angled collisions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. All of these Minimum and maximum values of group index can be 0 and 20 respectively More the value of CBR, greater thickness of pavement will be required More the value of group index, less thickness of pavement will be required All of these Minimum and maximum values of group index can be 0 and 20 respectively More the value of CBR, greater thickness of pavement will be required More the value of group index, less thickness of pavement will be required ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is ruling gradient minimum gradient exceptional gradient limiting gradient ruling gradient minimum gradient exceptional gradient limiting gradient ANSWER DOWNLOAD EXAMIANS APP
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