Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on descending grades and to decrease it on 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 decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on 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 decrease it on both descending and ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing strong exceptionally strong satisfactory for road surfacing unsuitable for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the group index value of subgrade is between 5 and 9, then the subgrade is treated as poor very poor good fair poor very poor good fair ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for annual average daily traffic thirtieth highest hourly volume annual average hourly volume peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume annual average hourly volume peak hourly volume of the year 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 3 % 5 % 4% 6% 3 % 5 % 4% 6% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 2.5 m 3.5 m 4.5 m 5.5m 2.5 m 3.5 m 4.5 m 5.5m ANSWER DOWNLOAD EXAMIANS APP
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