Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 30 cm 50cm 20 cm 10 cm 30 cm 50cm 20 cm 10 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on strength characteristics of sub-grade soil A theoretical method An empirical method based on physical properties of sub-grade soil A semi empirical method An empirical method based on strength characteristics of sub-grade soil A theoretical method An empirical method based on physical properties of sub-grade soil A semi empirical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a sheep foot roller smooth wheeled roller pneumatic tyred roller vibrator sheep foot roller smooth wheeled roller pneumatic tyred roller vibrator ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In the penetration macadam construction, the bitumen is Premixed with aggregates and then spread Sprayed after the aggregates are spread and compacted None of these Sprayed before the aggregates are spread and compacted Premixed with aggregates and then spread Sprayed after the aggregates are spread and compacted None of these Sprayed before the aggregates are spread and compacted ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is less than the cross slope of pavement greater than the cross slope of pavement equal to the cross slope of pavement zero less than the cross slope of pavement greater than the cross slope of pavement equal to the cross slope of pavement zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 to 10 mm ANSWER DOWNLOAD EXAMIANS APP
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