Highway Engineering Bottom most layer of pavement is known as subgrade wearing course sub-base course base course subgrade wearing course sub-base course base course ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is smooth and wet rough dry smooth and dry smooth and wet rough dry smooth and dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 20 kmph 8 kmph 12kmph 16kmph 20 kmph 8 kmph 12kmph 16kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement avoids the drainage problem in flat terrain does not change the vertical alignment of road results in balancing the earthwork is preferable in steep terrain avoids the drainage problem in flat terrain does not change the vertical alignment of road results in balancing the earthwork is preferable in steep terrain ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 30 1 in 12 1 m 15 1 in 20 1 in 30 1 in 12 1 m 15 1 in 20 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 30 cm 10 cm 50cm 20 cm 30 cm 10 cm 50cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
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