Highway Engineering The effect of grade on safe overtaking sight distance is to decrease it on both descending and ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on both descending and 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 decrease it on descending grades and to increase it on ascending grades to increase it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the left side and merging from left diverging to the right side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the left side and merging from left diverging to the right side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its weight weight per unit length cross-section length weight weight per unit length cross-section length ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is spiral Any of these cubic parabola lemniscate spiral Any of these cubic parabola lemniscate ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, application of screening, wet rolling and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, wet rolling, application of screening and application of filler ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 2.5 mm penetration only 7.5 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
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