Highway Engineering The effect of grade on safe overtaking sight distance is to decrease it on descending grades and to increase it on ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on both descending and ascending grades to increase it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on both descending and ascending grades to increase it on both descending and ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is 30 lux 20 lux 15 lux 10 lux 30 lux 20 lux 15 lux 10 lux ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ? mastic asphalt bituminous concrete sheet asphalt bituminous carpet mastic asphalt bituminous concrete sheet asphalt bituminous carpet 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)and(ii) only (i) (ii) and (iii) (i), (ii) and (iii) (i)and(ii) only (i) (ii) and (iii) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 (NV3)”2 0.38 (NV3)”2 0.38 N V3/2 3.8 NV”2 3.8 (NV3)”2 0.38 (NV3)”2 0.38 N V3/2 3.8 NV”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1850/R 1600/R 1700/R 1750/R 1850/R 1600/R 1700/R 1750/R ANSWER DOWNLOAD EXAMIANS APP
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