Highway Engineering Percentage of free carbon in bitumen is equal to that in tar None of these less than that in tar more than that in tar equal to that in tar None of these less than that in tar more than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In the penetration macadam construction, the bitumen is Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread None of these Sprayed before the aggregates are spread and compacted Sprayed after the aggregates are spread and compacted Premixed with aggregates and then spread None of these Sprayed before the aggregates are spread and compacted ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Penetration test on bitumen is used for determining its Ductility Viscosity Temperature susceptibility Grade Ductility Viscosity Temperature susceptibility Grade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on descending grades and to increase it on ascending grades to decrease it on both descending and ascending grades to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on descending grades and to increase it on ascending grades to decrease it on both descending and ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most economical lighting layout which is suitable for narrow roads is Staggered system None of these Central lighting system Single side lighting Staggered system None of these Central lighting system Single side lighting ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP