Highway Engineering The thickness of bituminous carpet varies from 50 to 75 mm 100 to 120 mm 75 to 100 mm 20 to 25 mm 50 to 75 mm 100 to 120 mm 75 to 100 mm 20 to 25 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is 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 smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of shoulders and parking facilities width of traffic lanes clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of shoulders and parking facilities ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 15 equal to camber 1 in 10 1 in 12.5 1 in 15 equal to camber 1 in 10 1 in 12.5 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 20 cm 30 cm 10 cm 50cm 20 cm 30 cm 10 cm 50cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering A traffic rotary is justified where when traffic volume is less than 500 vehicles per hour when traffic volume is more than 5000 vehicles per hour number of intersecting roads is between 4 and 7 space is limited and costly when traffic volume is less than 500 vehicles per hour when traffic volume is more than 5000 vehicles per hour number of intersecting roads is between 4 and 7 space is limited and costly ANSWER DOWNLOAD EXAMIANS APP