Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 6% 3 % 4% 5 % 6% 3 % 4% 5 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.45 0.3 0.2 0.1 0.45 0.3 0.2 0.1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In the penetration macadam construction, the bitumen is 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 Premixed with aggregates and then spread ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as Side drain Sloping drain Catch-water drain Cross drain Side drain Sloping drain Catch-water drain Cross drain ANSWER DOWNLOAD EXAMIANS APP
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