Highway Engineering Bottom most layer of pavement is known as sub-base course base course wearing course subgrade sub-base course base course wearing course subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A semi empirical method A theoretical method An empirical method based on strength characteristics of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum width of a vehicle as recommended by IRC is 3.81 m 4.72 m 1.85 m 2.44 m 3.81 m 4.72 m 1.85 m 2.44 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 mm its penetration value is 8 to 10 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 mm its penetration value is 8 to 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in decreasing order from RC-2 to SC-2 None of these viscosity in increasing order from RC-2 to SC-2 same viscosity viscosity in decreasing order from RC-2 to SC-2 None of these viscosity in increasing order from RC-2 to SC-2 same viscosity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement is preferable in steep terrain results in balancing the earthwork avoids the drainage problem in flat terrain does not change the vertical alignment of road is preferable in steep terrain results in balancing the earthwork avoids the drainage problem in flat terrain does not change the vertical alignment of road ANSWER DOWNLOAD EXAMIANS APP
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