Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 30 kmph 20 kmph 50 kmph 40 kmph 30 kmph 20 kmph 50 kmph 40 kmph 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 The shoulder provided along the road edge should be of same colour as that of the pavement of very low load bearing capacity smoother than the traffic lanes rougher than the traffic lanes of same colour as that of the pavement of very low load bearing capacity smoother than the traffic lanes rougher than the traffic lanes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Number of cotters used in CST-9 sleepers is 2 5 4 3 2 5 4 3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 5 0 3 7 5 0 3 7 ANSWER DOWNLOAD EXAMIANS APP
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