Highway Engineering Rigidity factor for a tyre pressure greater than 7 kg/cm² is equal to 1 less than 1 greater than 1 zero equal to 1 less than 1 greater than 1 zero 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 theoretical method A semi empirical method An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A theoretical method A semi empirical method An empirical method based on strength characteristics of sub-grade soil 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 Study the following statements regarding creep. i) Creep is greater on curves than on tangent railway track, ii) Creep in new rails is more than that in old rails, iii) Creep is more on steep gradients than on level track. The correct answer is (i), (ii) and (iii) (ii) and (iii) only (i) (i)and(ii) (i), (ii) and (iii) (ii) and (iii) only (i) (i)and(ii) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The thickness of bituminous carpet varies from 75 to 100 mm 100 to 120 mm 50 to 75 mm 20 to 25 mm 75 to 100 mm 100 to 120 mm 50 to 75 mm 20 to 25 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is silts clays granular soil organic soil silts clays granular soil organic soil ANSWER DOWNLOAD EXAMIANS APP
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