Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 20 1 in 12 1 m 15 1 in 30 1 in 20 1 in 12 1 m 15 1 in 30 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is type and intensity of traffic availability of funds for the construction project climatic condition subgrade soil and drainage conditions type and intensity of traffic availability of funds for the construction project climatic condition subgrade soil and drainage conditions ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.025 0.03 0.02 0.04 0.025 0.03 0.02 0.04 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is exceptional gradient ruling gradient limiting gradient minimum gradient exceptional gradient ruling gradient limiting gradient minimum gradient ANSWER DOWNLOAD EXAMIANS APP
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