Highway Engineering The maximum spacing of contraction joints in rigid pavements is 2.5 m 5.5m 4.5 m 3.5 m 2.5 m 5.5m 4.5 m 3.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for thirtieth highest hourly volume 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 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is lime bitumen cement None of these lime bitumen cement None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 5.0 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 7.5 mm penetration only 5.0 mm penetration only 2.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to 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 None of these viscosity in decreasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the right 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 left side and merging from right diverging to the right 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 left side and merging from right ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS