Highway Engineering The thickness of bituminous carpet varies from 100 to 120 mm 20 to 25 mm 50 to 75 mm 75 to 100 mm 100 to 120 mm 20 to 25 mm 50 to 75 mm 75 to 100 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is CBR method Benkelman beam method group index method Westergaard method CBR method Benkelman beam method group index method Westergaard method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is 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 based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) 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 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.3 0.1 0.2 0.45 0.3 0.1 0.2 0.45 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always equal to overtaking sight distance less than overtaking sight distance more than overtaking sight distance None of these equal to overtaking sight distance less than overtaking sight distance more than overtaking sight distance None of these ANSWER DOWNLOAD EXAMIANS APP
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